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HomeMy WebLinkAboutMONTAVA - PHASE D CORE AND IRRIGATION POND - BDR240006 - SUBMITTAL DOCUMENTS - ROUND 4 - Utility Plans Z UTILITY PLANS FOR MONTAVA SUBDIVISION PHASE D I­ (n a_ Z x O U CO co A PARCEL OF LAND LOCATED IN A PORTION OF THE EAST HALF OF SECTION 3Z TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. OCTOBER 2024 . . . . . . .. w Q 0 INDEX TO PLANS M m COVER SHEET 1 DRAWN BRB CHECKED LEGEND 2 DAP DESIGNED ®® � BRB ® ® GENERAL NOTES 3-4 FILENAME 0009_Cover I���®� RICHARDS LAKE RD ®® PROJECT DEMOLITION AND EXISTING CONDITIONS PLAN 5 I® 11®® p.DO L/c MMN LOCATION OVERALL GRADING PLAN 6 GRADING -20 MMMWNM1Lr/0000o ❑ RAD PLAN A 7 INITIAL EROSION CONTROL PLAN 21 -26 /ONAL E z INTERIM EROSION CONTROL PLAN 27-32 0 Io ® N FINAL EROSION CONTROL PLAN 33-38 MOUNTAIN VISTA DR BORROW AREA AND EROSION OVERVIEW 39 0 OVERALL UTILITY PLAN 40 w J UTILITY PLAN 41 -57 LJ� M FIRE HYDRANT PLAN 58-59 Z �® F ® O MELi �® SANITARY SEWER PLAN & PROFILES 60-77® C0 o ® ® _ N STORM PLAN & PROFILES 78-102 > LW ® ® 0 a W VINE419 �DR WATER PLAN & PROFILES 103-125 CERTIFICATION STATEMENT in LU = "w-, I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER co co VICINITY MAP NON-POTABLE WATER PLANS 126-147 MY DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT C0 Q cc NOT TO SCALE COLLINS AND STATE OF COLORADO STANDARDS AND STATUES, RESPECTIVELY; AND Q = W STREET PLAN & PROFILES 148-180 THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS, > > AND RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS. Q O DEVELOPER CROSS SECTIONS 181 -182 ~ V MONTAVA DEVELOPMENT & CONSTRUCTION LLC INDEMNIFICATION STATEMENT Z 430 N. COLLEGE AVE, SUITE 410 O FORT COLLINS, CO 80524 MILL & OVERLAY 183-185 THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE (512)-507-5570 REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE SIGNAGE AND STRIPING 186-190 LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE INTERSECTION DETAILS 191 -196 REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL ENGINEERING SURVEYING RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN EXISTING OVERALL DRAINAGE 197 THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. TST, INC. CONSULTING ENGINEERS MAJESTIC SURVEYING, LLC 748 WHALERS WAY, SUITE 200 1111 DIAMOND VALLEY DR, SUITE 104 DRAINAGE PLAN 198-205 BASIS OF BEARING STATEMENT FORT COLLINS, CO 80525 WINDSOR, CO 80550 (970)-226-0557 (970) 833-5698 THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 8 NORTH, CONSTRUCTION DETAILS 206-224 RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN IS ASSUMED TO BEAR S89'57'58"E A DISTANCE OF 2639.84 FEET, BEING MONUMENTED ON THE WEST BY PROJECT DATUM: NAVD 88 AN 3" ALUMINUM CAP MARKER L.S. 20123 AND ON THE EAST BY A 2-1 /2" BENCHMARK #1 : CITY OF FORT COLLINS VERTICAL CONTROL 36-01 . A 3 Y4" BRASS CAPPED MONUMENT IN OLD ALUMINUM CAP MARKER L.S. 17497 IN A RANGE BOX. MONUMENT BOX. ON THE CENTERLINE OF GIDDINGS RD., APPROX. .5 MILES NORTH OF EAST MOUNTAIN VISTA DR. ON THE 1 /4 CORNER MONUMENT. City of Fort Collins, Colorado ELEVATION: 5006.60' UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT " UTILITY PLAN REVIEW APPROVED: BENCHMARK #2: CITY OF FORT COLLINS VERTICAL CONTROL 34-01 . A 2 ALUMINUM DISK ON THE EAST END OF City Engineer, Approved Sheets Date TST, INC. A HEADWALL OVER AN IRRIGATION DITCH THAT IS APPROXIMATELY 110 FEET NORTH OF RICHARDS LAKE ROAD AND CONSULTING ENGINEERS 748 Whalers Way 200 FEET EAST OF THOREAU DRIVE. REVIEWED BY: APPROVED: Suite 200 Fort Collins ELEVATION: 5026.59 DISTRICT MANAGER Water&Wastewater Utility, Approved Sheets Date Colorado 80525 Phone: 970.226.0557 REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER APPROVED: JOB NO. 1230.0009.00 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF PLANS. Stormwater Utility, Approved Sheets Date USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. EAST LARIMER COUNTY WATER DISTRICT APPROVED: SCALE N/A IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE UTILITY PLAN REVIEW DATE OCTOBER 2024 FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM PRIOR CITY OF FORT COLLINS DATUM _ APPROVED: Park Planning and Development, Approved Sheets Date ' ( ) REVIEWED BY: Traffic Operations, Approved Sheets Date SHEET NAVD88 DATUM — 3.18 . A MA A —6AIE— APPROVED: 1 of 224 REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER Environmental Planner, Approved Sheets Date IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF DESIGN. ' PKWY 80' ROW (MIN.) 6.5' 83' ROW (MIN.) 6.5 LEGEND ABBREVIATIONS PKWY PKWY (MIN.) EXISTING 1' CONTOUR / `4927� _ AC-FT ACRE FEET 11' 36' ROADWAY 10 PKWY 38' ROADWAY 10 PKWY ATTATCHED 5 6 5 EXISTING 5' CONTOUR / `�92 / ASSY. ASSEMBLY 5' 6' (TYP.) (MIN.) 6' 5' WALK BIKE 8' 8' BIKE WALK WALK BIKE 8' 8' BIKE WALK GREEN (MIN.) (MIN.) PARKING PARKING (MIN.) (MIN.) PARKING 11' 11' PARKING (MIN.) (MIN.) (MIN.) 10 10 (MIN.) (MIN.) PROPOSED 1' CONTOUR ��921 BO BLOW OFF TRAVEL TRAVEL z TRAVEL TRAVEL PROPOSED 5' CONTOUR BLVD BOULEVARD O 4925 (n a_ BVC BEGIN VERTICAL CURVE o U CONNECTOR LOCAL W/ BIKE LANES W/ EXISTING RIGHT-OF-WAY - - L w ATTACHED GREEN PROPOSED RIGHT-OF-WAY - - DIA DIAMETER w MINOR COLLECTOR SECTION 1 KT8 � KT8 EAE EMERGENCY ACCESS EASEMENT GOODHEART DR, N TIMBERLINE DR TEALBROOK DR. EXISTING EASEMENT - - PROPOSED EASEMENT - - - - - - - - - ESMT EASEMENT EXISTING FIRE HYDRANT W EVC END VERTICAL CURVE 60' ROW (MIN.) 7' PKWY 7' PKWY PROPOSED FIRE HYDRANT EX. EXISTING Q (TYP.) ROADWAY EXISTING ELECTRIC E E(MIN.) FES FLARED END SECTION 36' WALK 8' 8' WALK PROPOSED ELECTRIC —E E FG FINISHED GRADE m (MIN.) PARKING 10' 10' PARKING (MIN.) TRAVEL TRAVEL EXISTING GAS FH FIRE HYDRANT DRAWN BRB PROPOSED GAS —G G FL FLOW LINE CHECKED 1111111 DAP EXISTING IRRIGATION FS FINISHED SURFACE CONNECTOR LOCAL DESIGNED Kira PROPOSED IRRIGATION I I GTV GATE VALE BRB LONGWOOD DR, MOUNTAIN WILLOW WY HDPE HIGH DENSITY POLYETHYLENE PIPE FILENAME PROPOSED IRRIGATION SERVICE � 0009 Cover EXISTING SANITARY SEWER 7, HP HIGH POINT 74' (NOT ROW) 66' ROW (MIN.) IN INCH Q,P��.��� PROPOSED SANITARY SEWER . RE p�Q\1 p� 5' 6' PKWY 6' PKWY V � � WALK 7 PKWY (TYP.) (MIN.) PROPOSED SANITARY SERVICE INV INVERT PQQ �G (MIN.) (TYp,) 62• 6' 36' ROADWAY 6' 6' EXISTING STORM LINE L LEFT BIKE 8' 8' BIKE WALK (MIN.) PARKING 10, 10, PARKING (MIN.) (MIN.) PROPOSED STORM LINE W/MANHOLE D3 MUM LF LINEAR FEET TRAVEL TRAVEL LP LOW POINT TONAL E EXISTING WATER W/ VALVE W MH MANHOLE CONNECTOR LOCAL 1 W/ ATTACHED GREEN PROPOSED WATER W/ VALVE KT+a MIN MINIMUM PROPOSED WATER SERVICE 3::1 TEALBROOK DR. BETWEEN LONGWOOD DR AND N EXISTING UTILITY PEDESTAL/VAULT EO MRJ MECHANICALLY RESTRAINED JOINT TIMBERLINE RD NTS NOT TO SCALE EXISTING TELEPHONE T T PC POINT OF CURVATURE EXISTING FIBER OPTIC FO 63' (NOT ROW) 77' ROW (MIN.) PCR POINT OF CURVE RETURN 5' 6' PKWY EXISTING CABLE TV TV WALK 7' PKWY 6' PKWY (MIN.) PI POINT OF INTERSECTION (MIN.) (TYP.) 51, (TYP-) 47' ROADWAY EXISTING OVERHEAD ELECTRIC OHE g� 6' 6' PRC POINT OF REVERSE CURVE BIKE 8' BIKE WALK PROPOSED FLOW ARROW ===> (MIN.) 19, 10, 10, PARKING (MIN.) (MIN.) PROP. PROPOSED ANGLED TRAVEL TRAVEL TOP OF FOUNDATION ELEVATION TOF=51.13 PARKING PT POINT OF TANGENCY Z FINISHED GRADE F.G.=50.63 PVC POLY VINYL CHLORIDE (PIPE) O A A CONNECTOR LOCAL 2 W/ ATTACHED GREEN PROPOSED SWALE CROSS-SECTION PKG PARKING KT8 Li TEALBROOK DR. BETWEEN GOODHEART DR. AND MONTAVA PKWY PARKWAY AVE PROPOSED THRUST BLOCK v o 0 0 PROPOSED STORM INLET � ® R RADIUS M W Z PROPOSED SEDIMENT CONTROL LOG (1= RD ROAD D a) W 83' ROW (MIN.) 72' ROW (MIN.) 7' PKWY PROPOSED CURB INLET PROTECTION Lmmd ROW RIGHT OF WAY coQ (9 7' PKWY 7' PKWY 7' PKWY m W (TYP.) 47' ROADWAY 51 5' 6'(MIN.) (TYP.) 36' ROADWAY (MIN.) 6' 111 5' SF SQUARE FEET PROPOSED RIPRAP PAD S SLOPE > a. J 5' 6' ' BIKE WALK WALK BIKE 8' 8' BIKE WALK PROPOSED VEHICLE TRACKING WALK BIKE 8 (MIN (MIN.) (MIN.) 19, 10' 10' PARKING (MIN.) (MIN.) .) (MIN.) PARKING 10' 10' PARKING (MIN.) (MIN.) CONTROL PAD SS SANITARY SEWER ANGLED TRAVEL TRAVEL TRAVEL TRAVEL Z PARKING PROPOSED SILT FENCE SILT ST STREET O DRAINAGE BASIN x STA. STATION CONNECTOR LOCAL 2 W/ BIKE LANES X = AREA, ACRES qg-C CONNECTOR LOCAL 1 W/ BIKE LANES AB-C = BASIN NUMBER Y ST-X STORM SEWER Kra KT'a Y = BASIN % IMPERVIOUS TEALBROOK DR. FLINT HILL DR. TB THRUST BLOCK INBETWEEN N TIMBERLINE RD AND HARWOOD LN PROPOSED DRAINAGE DESIGN POINT TOF TOP OF FOUNDATION PROPOSED STORM DESIGN POINT 0 TOP TOP OF PIPE PROPOSED BASIN BOUNDARY TRM TURF REINFORCEMENT MAT 102' ROW (MIN.) TYP. TYPICAL PROPOSED LIMITS-OF-DISTURBANCE Iwo 10' PKWY 20' ROADWAY �-20' ROADWAY 10' PKWY EXISTING SIGN � W/ WITH 5, (TYP.) I I (MIN.) 5. 8 8, WALK PROPOSED SIGN WL WATER LINE WALK , (MIN.) PARKING PARKING (MIN.) 12 32, 12, VC VERTICAL CURVE TRAVEL TRAVEL PROPOSED CONCRETE SURFACE a a PAIRED ONE-WAY LOCAL MERGED PAI PROPOSED PAVER SURFACE KT8 MONTAVA AVE. (ABOVE SYMBOLS ARE NOT TO SCALE) TST, INC. CONSULTING ENGINEERS 51' ROW (MIN.) 748 Whalers Way 5' 5' Suite 200 Fort Collins ESMT ESMT 6.5' PKWY 6.5' PKWY Colorado 80525 28' TRACT 25' TRACT (TYP.) (MIN.) Phone: 970.226.0557 5' 5' 28' ROADWAY JOB NO. ESMT 1.0' L.S. 1.0' L.S.- ESMT 2.5' L.S. 2.5' LS. 5' 5' 1230.0009.00 26' CONCRETE 20' CONCRETE WALK 8' WALK (MIN.) 10' 10' PARKING (MIN.) SCALE TRAVEL TRAVEL N/A DATE OCTOBER 2024 RESIDENTIAL LOCAL SHEET ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 KT'a 2 Of 2 24 KT8 KT8 MOUNTAIN WILLOW WY, MIDDLE FARM WY, NANNA LN, ALLEYS A, B, C, D, E, F, G, H, I, J, K, L, M, N, 0, P, Q ALLEYS 0, P, Q HARWOOD LN A GIMERAL NOTES PLAN. CITY, COUNTY, STATE AND FEDERAL AGENCIES HAVING APPLICABLE AUTHORITY. 26. ALL UTILITY INSTALLATIONS WITHIN OR ACROSS THE ROADBED OF NEW RESIDENTIAL ROADS MUST BE 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR COMPLETED PRIOR TO THE FINAL STAGES OF ROAD CONSTRUCTION. FOR THE PURPOSES OF THESE 8. THE DEVELOPER IS REQUIRED TO PERFORM A GUTTER WATER FLOW TEST IN THE PRESENCE OF THE LOCAL ENTITY 5. START OF CONSTRUCTION: NO CONSTRUCTION SHALL BEGIN WITHOUT PRIOR DESIGN REVIEW EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA STANDARDS, ANY WORK EXCEPT C/G ABOVE THE SUBGRADE IS CONSIDERED FINAL STAGE WORK. ALL INSPECTOR AND PRIOR TO INSTALLATION OF ASPHALT. GUTTERS THAT HOLD MORE THAN '9 INCH DEEP OR 5 FEET OF THE DISTRICT. THE DISTRICT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF STARTING STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT SERVICE LINES MUST BE STUBBED TO THE PROPERTY LINES AND MARKED SO AS TO REDUCE THE LONGITUDINALLY, OF WATER, SHALL BE COMPLETELY REMOVED AND RECONSTRUCTED TO DRAIN PROPERLY. CONSTRUCTION OR TESTING TO ALLOW FOR SCHEDULING. BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST EXCAVATION NECESSARY FOR BUILDING CONNECTIONS. 9. PRIOR TO PLACEMENT OF H.B.P. OR CONCRETE WITHIN THE STREET AND AFTER MOISTURE/DENSITY TESTS HAVE RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE LOCAL BEEN TAKEN ON THE SUBGRADE MATERIAL (WHEN A FULL DEPTH SECTION IS PROPOSED) OR ON THE SUBGRADE 6. ROAD EXCAVATION PERMITS, IN EVENT THAT STATE, COUNTY OR CITY ROAD EXCAVATION ENTITY. 27. PORTIONS OF LARIMER COUNTY ARE WITHIN OVERLAY DISTRICTS. THE LARIMER COUNTY AND BASE MATERIAL (WHEN A COMPOSITE SECTION IS PROPOSED), A MECHANICAL -PROOF ROLL- WILL BE PERMIT(S) ARE REQUIRED, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL ROAD FLOODPLAIN RESOLUTION SHOULD BE REFERRED TO FOR ADDITIONAL CRITERIA FOR ROADS WITHIN THESE REQUIRED. THE ENTIRE SUBGRADE AND/OR BASE MATERIAL SHALL BE ROLLED WITH A HEAVILY LOADED VEHICLE PERMITS WHICH MAY BE REQUIRED. Z 2. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID DISTRICTS. o STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. HAVING A TOTAL GVW OF NOT LESS THAN 50,000 LBS. AND A SINGLE AXLE WEIGHT OF AT LEAST 18,000 LBS. 7. OTHER PERMITS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS WITH PNEUMATIC TIRES INFLATED TO NOT LESS THAT 90 P.S.I.G. 'PROOF ROLL" VEHICLES SHALL NOT TRAVEL AT o7 a_ 28. ALL ROAD CONSTRUCTION IN AREAS DESIGNATED AS WILD FIRE HAZARD AREAS SHALL BE DONE IN REQUIRED FOR CONSTRUCTION. z it 3. THESE PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE VALID FOR A PERIOD OF THREE YEARS ACCORDANCE WITH THE CONSTRUCTION CRITERIA AS ESTABLISHED IN THE WILD FIRE HAZARD AREA SPEEDS GREATER THAN 3 M.P.H. ANY PORTION OF THE SUBGRADE OR BASE MATERIAL WHICH EXHIBITS EXCESSIVE p � PUMPING OR DEFORMATION, AS DETERMINED BY THE LOCAL ENTITY ENGINEER, SHALL BE REWORKED, REPLACED OR U) w FROM THE DATE OF APPROVAL BY THE LOCAL ENTITY ENGINEER. USE OF THESE PLANS AFTER THE MITIGATION REGULATIONS IN FORCE AT THE TIME OF FINAL PLAT APPROVAL OTHERWISE MODIFIED TO FORM A SMOOTH, NON-YIELDING SURFACE. THE LOCAL ENTITY ENGINEER SHALL BE 8. REVISIONS: NO VERBAL AUTHORIZATION FOR FIELD REVISION SHALL BE GIVEN. ALL 5;` o EXPIRATION DATE WILL REQUIRE A NEW REVIEW AND APPROVAL PROCESS BY THE LOCAL ENTITY PRIOR ` REQUESTS FOR FIELD REVISION SHALL BE MADE IN WRITING ACCOMPANIED BY PROPOSED w TO COMMENCEMENT OF ANY WORK SHOWN IN THESE PLANS. 29. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE LOCAL NOTIFIED AT LEAST 24 HOURS PRIOR TO THE PROOF ROLL." ALL PROOF ROLLS" SHALL BE PREFORMED IN THE CHANGE INDICATED ON COPY OF THE APPROVED DESIGN DRAWINGS. ANY FIELD � ENTITY FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A PERMIT. PRESENCE OF AN INSPECTOR. REVISION APPROVED AND INSTALLED SHALL ALSO BE ACCURATELY DOCUMENTED ON THE 4. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES Q TRAFFIC 810NING AND PAVEMENT MARKING CONSTMICTM NOTES DRAWINGS OF RECORD. HEREBY AFFIRM RESPONSIBILITY TO THE LOCAL ENTITY, AS BENEFICIARY OF SAID ENGINEERS WORK, 30. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA 1. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET 9. MATERIALS: PLASTIC PIPE -ALL GRAVITY SANITARY SEWER PIPING SHALL BE POLYVINYL LOCAL ENTITY ENGINEER SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL PUBLICATION 2226, EXCAVATING AND TRENCHING. OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION CHLORIDE (PVC) UNLESS OTHERWISE NOTED ON THE APPROVED DRAWINGS. PIPE 15" SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO NOTES LISTED HERE. AND SMALLER SHALL CONFORM TO ASTM D3034, TYPE PSM, AND SDR 35. PIPE 18" HOLD HARMLESS AND INDEMNIFY THE LOCAL ENTITY, AND ITS OFFICERS AND EMPLOYEES, FROM AND 31. THE DEVELOPER SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH AND LARGER SHALL CONFORM TO ASTM F679. ALL FITTINGS SHALL BE (PVC) UNLESS AGAINST ALL LIABILITIES, CLAIMS, AND DEMANDS MICH MAY ARISE FROM ANY ERRORS AND MUTCD, TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY. (LOCAL ENTITY, COUNTY OR STATE), FOR 2, ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL OTHERWISE NOTED. Q OMISSIONS CONTAINED IN THESE PLANS. APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE BE PRE-FORMED THERMO-PLASTIC. 0 DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE 10. PIPE COVER: A MINIMUM COVER OF 3-1/2 FEET OF COVER SHALL BE MAINTAINED 5. ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND REQUIRED BY THE CONSTRUCTION ACTIVITIES. 3. ALL SIGNAGE SHALL BE PER LOCAL ENTITY STANDARDS AND THESE PLANS OR AS THROUGHOUT THE SEWER LINE AND SERVICE LINE INSTALLATION. OTHER `DRY"UTILITY INSTALLATIONS, SHALL CONFORM TO THE LOCAL ENTITY STANDARDS AND OTHERWISE SPECIFIED IN MUTCD. m SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENTITY ENGINEER. 32. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF ANY 11. BEDDING: ALL SEWER MAIN INSTALLATION SHALL INCLUDE BEDDING. BEDDING SHALL BE TYPE, THE CONTRACTOR SHALL CONTACT LOCAL ENTITY TRAFFIC OPERATIONS DEPARTMENT, WHO WILL LARIMER COUNTY URBAN AREA STREET STANDARDS -REPEALED AND REENACTED AUGUST 1, 2021 PAGE E-2-5 I" WASHED ROCK UNIFORMLY GRADED AND COMPACTED. REFER TO FORCE MAIN DESIGN 6. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; HOWEVER, IF THE ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS FOR FORCE MAIN BEDDING REQUIREMENTS. TRENCH SHALL BE EXCAVATED TO A DEPTH DRAWN APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER CONTRACTOR MOVES THE TRAFFIC SIGN THEN THE CONTRACTOR WILL BE CHARGED FOR THE LABOR, BELOW ESTABLISHED GRADE EQUAL TO 9 OF PIPE DIAMETER (MIN. 4'). BELL BRB TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE MATERIALS AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED. 4. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT DEPRESSIONS SHALL BE PROVIDED FOR ALL JOINTS. IN EVENT THAT UNSTABLE TRENCH CHECKED WORK BEFORE COMMENCING NEW CONSTRUCTION. THE DEVELOPER SHALL BE RESPONSIBLE FOR WITH GLASS BEADS. CONDITIONS ARE ENCOUNTERED AT PIPELINE GRADE 1-1/2"UNIFORMLY GRADED WASHED DAP UNKNOWN UNDERGROUND UTILITIES. 33. THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR THE INITIAL INSTALLATION OF TRAFFIC SIGNING 5. ALL LANE LINES SHALL BE LATEX PAINT. ROCK SHALL BE USED FOR STABILIZATION. BEDDING MATERIAL SHALL BE PLACED AND AND STRIPING FOR THE DEVELOPMENT RELATED TO THE DEVELOPMENTS LOCAL STREET OPERATIONS. IN COMPACTED UNDER AND AROUND SIDES OF THE PIPE. PLACE BEDDING IN SUCH A DESIGNED 7. THE ENGINEER SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT ADDITION, THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR TRAFFIC SIGNING AND STRIPING RELATED 6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE MANNER AS TO PROVIDE SOLID, UNIFORM BEARING SURFACE FOR FULL LENGTH OF BARREL BRB 1-800-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE TO DIRECTING TRAFFIC ACCESS TO AND FROM THE DEVELOPMENT. DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND MINIMUM 30"INITIAL LIFT ABOVE PIPE BEFORE OTHER THAN HAND COMPACTION FILENAME ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH / PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE LOCAL EQUIPMENT IS TO BE USED. NOTE MAXIMUM TRENCH WIDTH DETAIL 0009_Cover IRRIGATION COMPANY) ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY 34. THERE SHALL BE NO SITE CONSTRUCTION ACTIVITIES ON SATURDAYS, UNLESS SPECIFICALLY ENTITY ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. IT SHALL BE THE APPROVED BY THE LOCAL ENTITY ENGINEER, AND NO SITE CONSTRUCTION ACTIVITIES ON SUNDAYS OR 12. BACKFILL, BACKFlWNG OF TRENCH SHALL BE PERFORMED AS SOON AS PRACTICAL, RESPONSIBILITY OF THE DEVELOPER TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE HOLIDAYS, UNLESS THERE IS PRIOR WRITTEN APPROVAL BY THE LOCAL ENTITY. SUBSEQUENT TO INSPECTION AND APPROVAL BACKFlWNG OF ACCEPTABLE MATERIAL 7. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. SHALL NOT BE PLACED IN LIFTS OF GREATER THAN ONE (1) FOOT. BACKFILL SHALL BE �p,D0 L/c 35. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE AND/OR THESE STANDARDS. COMPACTED TO 95X OF OPTIMUM DENSITY IN ROADWAY AND RESIDENTIAL AREAS AND �Q ••'���0. �P 8. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE 8. LATEX PAINT APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD 90% IN ALL OFF-SITE EASEMENT AREAS UNLESS OTHERWISE NOTED. COMPACTION v � FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE. TESTING OF BEDDING AND BACK FILL SHALL BE AT LEAST FIVE TESTS PER 1,000 FEET AND V' SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. AT VARYING DEPTHS AND LOCATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF THE 9. IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN 36. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF 9. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR APPLICABLE AUTHORITY OR AS REQUIRED IN PROJECT SPECIFIC SPECIFICATIONS. MODIFICATION IS REQUIRED, THE DEVELOPER SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE MARKINGS. Q F� DESIGN. DESIGN MODIFICATION(S) MUST BE APPROVED BY THE LOCAL ENTITY PRIOR TO BEGINNING THE DIMENSION ON THE AS-BUILT RECORD DRAWINGS. 13. CONCRETE: ALL CONCRETE CONSTRUCTION SHALL BE COMPLETED UTILIZING 3,000 PSI AT �Q CONSTRUCTION. 37. THE DEVELOPER SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED 10. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE TWENTY-EIGHT (28) DAYS OR EQUAL CONCRETE. NAL ECG STANDARDS. 10. THE DEVELOPER SHALL COORDINATE AND COOPERATE WITH THE LOCAL ENTITY, AND ALL UTILITY PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY 14. PAVEMENT OR OTHER REPAIRS: IN EVENT THAT ASPHALT OR CONCRETE PAVEMENT, COMPANIES INVOLVED, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. 11. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE SIDEWALKS, STORM SEWERS, WATERLINE OR ANY OTHER PUBLIC OR PRIVATELY OWNED A MINIMUM DISRUPTION OF SERVICE. THE DEVELOPER SHALL BE RESPONSIBLE FOR CONTACTING, IN PERFORMED BY THE LOCAL ENTITY ENGINEER. ALL DISCREPANCIES IDENTIFIED PROPERTY IS DAMAGED OR REQUIRES RECONSTRUCTION DUE TO THE WORK, REPAIRS OR ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY 38. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A REPLACEMENT WILL BE MADE IN ACCORDANCE WITH THE REQUIREMENTS OF THE COMPANIES. SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE DEVELOPER SHALL CONTACT DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY APPROPRIATE GOVERNING AUTHORITY. PRIVATE PROPERTY WILL BE RETURNED TO ITS THE DESIGNER AND THE LOCAL ENTITY ENGINEER IMMEDIATELY. PERIOD WILL BEGIN. ORIGINAL CONDITION OR AS CLOSE TO ORIGINAL CONDITION AS REASONABLY POSSIBLE, 11. NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE 12. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND UNLESS OTHERWISE NOTED ON THE DRAWINGS. WATER SYSTEM UNTIL THE DEVELOPER NOTIFIES THE UTILITY PROVIDER. NOTIFICATION SHALL BE A 39. THE DEVELOPER SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF PROTECTING ALL UNDERGROUND UTILITIES. MINIMUM OF 2 WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE LOCAL ENTITYS 15. SERVICE TAPS ON EXISTING LINES: ALL TAPS MADE ON EXISTING LINES SHALL BE WATER UTILITY PROVIDER, A PRE-CONSTRUCTION MEETING MAY BE REQUIRED PRIOR TO INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD COMPLETED AT DEVELOPERS EXPENSE BY DISTRICT PERSONNEL OR THE DISTRICTS COMMENCEMENT OF ANY WORK. DRAWINGS TO THE LOCAL ENTITY ENGINEER. 13. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. AUTHORIZED CONTRACTOR WITH NO EXCEPTION. 12. THE DEVELOPER SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE 40. THE DESIGNER SHALL PROVIDE, IN THIS LOCATION ON THE PLAN, THE LOCATION AND DESCRIPTION 14. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE 16. INSPECTION: CONSTRUCTION SHALL CONFORM TO DISTRICT STANDARDS AND POTENTIAL UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE OF THE NEAREST SURVEY BENCHMARKS (2) FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD, THE LOCAL ENTITY SPECIFICATIONS OR PROJECT SPECIFIC SPECIFICATIONS AT ALL TIMES. THE DISTRICT SHALL CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER LINES AND DRY UTILITIES. INFORMATION SHALL BE AS FOLLOWS: INSPECT THE CONSTRUCTION AS NECESSARY AND SHALL OBSERVE ALL LINE TESTING. THE THE LOCAL ENTITY ENGINEER DETERMINES THAT AN UNFORESEEN CONDITION BENCHMARKS-LOCAL ENTITY SURVEY. ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL E AND/OR STRIPING IF DISTRICT SHALL HAVE THE AUTHORITY TO ASCERTAIN THAT ALL CONSTRUCTION OF FACILITIES IS 13. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET B.M.NUMBER 36-01, ELEV.=5006.60 (NAVD88), EQUAL TO OR BETTER THAN MINIMUM CONSTRUCTION REQUIREMENTS AS SET FORTH IN. UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY. DESCRIPTION: A 3 r BRASS CAPPED MONUMENT IN OLD MONUMENT BOX ON CENTERLINE OF GIDDINGS RD., WARRANTS SUCH SIGNAGE ACCORDING G THE MUTCD N THE E R M AND S APPROX. 0.5 MILES NORTH OF EAST MOUNTAIN VISTA DR. ON THE Y4 CORNER MONUMENT. STANDARDS. ALL Y PERIOD AND STRIPING SHALL FALL UNDER THE REQUIREMENTS FF THE 17. TESTING: ALL LINES SHALL BE PRESSURE TESTED AND FLUSHED BY THE CONTRACTOR IN 14. A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). ACCORDANCE WITH DISTRICT STANDARDS AND SPECIFICATIONS AND UNDER THE DISTRICTS DEWATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED INTO A STORM B.M NUMBER 34-01, ELEV.=5026.59 (NAVD88), SUPERVISION. UPON PASSING, COPIES OF ALL PASSING TEST RESULTS INCLUDING SOILS SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES. DESCRIPTION: A 2" ALUMINUM DISK ON THE EAST END OF A HEADWALL OVER AN IRRIGATION DITCH THAT IS 15. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER COMPACTION IN THE AREA OF SEWER MAIN CONSTRUCTION SHALL BE PROVIDED TO THE 15. THE DEVELOPER SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR APPROXIMATELY 110 FEET NORTH OF RICHARDS LAKE ROAD AND 200 FEET EAST OF THOREAU DRIVE. TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL DISTRICT. O STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL 41. ALL STATIONING IS BASED ON CENTERLINE OF ROADWAYS UNLESS OTHERWISE NOTED. 16. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL ANCHORS, POSTS, SIGNS AND/OR 18. ACCEPTANCE: UPON COMPLETION OF ALL UTILITY CONSTRUCTION (SEWER AND OTHER) AND DIVISION, (303) 692-3590), THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL DELINEATORS IN CONSTRUCTION AREA. CONTRACTOR MAY KEEP THE SIGNS, OR CALL FULFILLMENT OF ALL DISTRICT REQUIREMENTS, PRELIMINARY ACCEPTANCE OF NEW SEWER PLAN. 42. DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS EXISTING SYSTEM IMPROVEMENTS WILL OCCUR IN ACCORDANCE WITH DISTRICTS ACCEPTANCE Uj FENCES, TREES, STREETS, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND THE CITY TRAFFIC DIVISION TO HAVE THEM REMOVED. PROCEDURE. 16. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL 17. NO 'RESET"ANCHORS, POSTS, SIGNS, AND/OR DELINEATORS WILL BE ACCEPTED. FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPERS EXPENSE, UNLESS OTHERWISE 19. WARRANTY THE CONTRACTOR SHALL WARRANT THE MATERIALS, INSTALLATION, Q Q O THE RESPONSIBILITY OF THE PROPERTY OWNER(S). INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR WORKMANSHIP AND SURFACE RESTORATION FOR A PERIOD OF TWO YEARS FROM DATE OF 18. ALL ANCHORS, POSTS, SIGNS, AND/OR DELINEATORS SHALL BE NEW AND BE CONSISTENT TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. WITH THE LCUASS CRITERIA. PRELIMINARY ACCEPTANCE. DURING THIS WARRANTY PERIOD THE DEVELOPER SHALL 17. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE LOCAL ENTITY, CERTIFICATION OF THE PROMPTLY REPAIR ANY DEFECTS IN THE WORK AND MAINTAIN THE WORK AREA. AT THE Uj A DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BE SUBMITTED TO AND APPROVED BY THE 43. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION ARIMER COUNTY URBAN AREA STREET STANDARDS -REPEALED AND REENACTED AUGUST 1, 2021 PAGE E-2-6 CLOSE OF THE TWO-YEAR WARRANTY PERIOD THE DISTRICT WILL MAKE A FIELD INSPECTION. STORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT GOWNS UPON SATISFACTORY CORRECTION OF ANY DEFICIENCIES NOTED THE DISTRICT WOULD MAKE DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE DOCUMENTED BY THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. Q FINAL ACCEPTANCE OF THE LINES AND WORK. THE LINES AND THE APPURTENANCES Q FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BE SUBMITTED TO THE PATCHING SHALL BE DONE IN ACCORDANCE WITH THE LOCAL ENTITY STREET REPAIR STANDARDS. THE SHALL THEN BECOME THE SOLE PROPERTY AND RESPONSIBILITY OF BOXELDER SANITATION STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE 1. THE CITY OF FORT COWNS SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF DISTRICT. PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT. PAVED WITH AN ASPHALT LAY-DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN > W STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REQUIRED. THE 20. DRAWINGS OF RECORD AND TOTAL COSTS: WITHIN 90 DAYS OF PRELIMINARY OWNER 18. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR INJURIES SUSTAINED IN THIS DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY ACCEPTANCE OF THE NEW FACILITIES, THE DISTRICT SHALL BE PROVIDED WITH ACCEPTABLE DEVELOPMENT AS A RESULT OF GROUNDWATER SEEPAGE, WHETHER RESULTING FROM GROUNDWATER FLOODING, AND/OR THE LOCAL ENTITY INSPECTOR AT THE TIME THE CUTS ARE MADE. (S). DRAWINGS OF RECORD OF THE COMPLETE SYSTEM CONSISTING OF TWO SETS OF FILL SIZE Uj STRUCTURAL DAMAGE OR OTHER DAMAGE UNLESS SUCH DAMAGE OR INJURIES ARE SUSTAINED 2. ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY REPRODUCED PRINTS, TWO SETS OF %-SIZE REPRODUCED PRINTS, ONE SET OF 6 MIL Z ♦R AS A RESULT OF THE LOCAL ENTITY FAILURE TO PROPERLY MAINTAIN ITS WATER, WASTEWATER, AND/OR 44. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION « DOUBLE MATTED REPRODUCIBLE MYLARS AND ONE COMPLETE DIGITAL FILE EQUIVALENT O V STORM DRAINAGE FACILITIES IN THE DEVELOPMENT. EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND FINAL DRAINAGE REPORT FOR CONSULTING A SUBDIVISION PHASED , DATED (SOFTWARE AND VERSION TO BE CONFIRMED AT TIME OF DELIVERY). WRITTEN CONDITION AS REQUIRED BY THESE PLANS. ANDIMPLEMENTED. OCTOBER 2024 BY TST, INC. CONSULTING ENGINEERS SHALL BE FOLLOWED CONFIRMATION OF THE TOTAL COST OF ALL SEWER SYSTEM IMPROVEMENTS SHALL ALSO BE 19. ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY *FINAL DRAINAGE REPORT FOR AND IMPLEMENTED. SUBMITTED WITH THE DRAWINGS OF RECORD. MONTAVA SUBDIVISION PHASE D" OCTOBER 2024 BY TST, INC. CONSULTING ENGINEERS SHALL BE FOLLOWED AND 45. STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL `T" 3. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS, IMPLEMENTED. INTERSECTIONS. CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BY 20. TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE 46. AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY DEPARTMENT. EROSION CONTROL PLAN. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT THE DEVELOPER, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS IS STABILIZED WITH HARD SURFACE PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE OR LANDSCAPING. FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BY SUBMITTED 47. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE 21. THE DEVELOPER SHALL BE RESPONSIBLE FOR ENSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED APPURTENANT IMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPES, FOR THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN 24 HOURS FOLLOWING PRIVATE STREETS: ALLEY A, ALLEY B, ALLEY C, ALLEY D, ALLEY E, ALLEY F, ALLEY G, ALLEY H CERTIFICATION PER THE DEVELOPMENT AGREEMENT. BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END ALLEY I, ALLEY J, AND ALLEY K 4. SEE CITY OF FORT COLLINS STORMWATER CRITERIA MANUAL -APPENDIX F LOADER, ETC.) OR AS APPROVED BY THE LOCAL ENTITY STREET INSPECTOR. 48. APPROVED VARIANCES FOR THE PROJECT ARE LISTED AS FOLLOWS: CONSTRUCTION CONTROL MEASURES STANDARD NOTES AND STANDARD EROSION 22. NO WORK MAY COMMENCE WITHIN ANY IMPROVED OR UNIMPROVED PUBLIC RIGHT-OF-WAY -THREE LEG "Y" STREET INTERSECTION CONTROL NOTES. UNTIL A RIGHT-OF-WAY PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED, IF -CENTERLINE RADIUS E. APPLICABLE. -CENTERLINE TANGENT -ROADWAY CROSS SECTIONS & UTILITY EASEMENT THE FOLLOWING INFORMATION IS CONDENSED FROM THE CURRENT `STANDARD CONSTRUCTION 23. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL � APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE DEVELOPER SHALL NOTIFY SPECIFICATION FOR SEWER MAINS"AS ADOPTED BY THE BOXELDER SANITATION DISTRICT (DISTRICT)AND IS TO BE CONSIDERED AS SUCH. IN THE EVENT OF ANY QUESTION THE FULL DOCUMENT SHALL THE LOCAL ENTITY ENGINEERING INSPECTOR (FORT GOWNS - 221-6605) AND THE LOCAL ENTITY EROSION CONTROL INSPECTOR (FORT GOWNS -221-6700) AT LEAST 2 WORKING DAYS PRIOR TO THE 1. ALL STREET CONSTRUCTION IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS AS WELL TAKE PRECEDENCE. AS THE STREET IMPROVEMENTS NOTES LISTED HERE. START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. 1. EXISTING UTILITY LOCATES: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IF THE LOCAL ENTITY ENGINEER IS NOT AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY 2. A PAVING SECTION DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO COORDINATE FIELD LOCATES OF ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF ANY HAS BEEN PROVIDED, THE DEVELOPER MAY COMMENCE WORK IN THE ENGINEER ABSENCE. THE LOCAL ENTITY ENGINEER FOR APPROVAL, PRIOR TO ANY STREET CONSTRUCTION ACTIVITY, (FULL DEPTH CONSTRUCTION. CONTRACTOR SHALL ALSO NOTIFY ALL AFFECTED UTILITY COMPANIES PRIOR TO HOWEVER, THE LOCAL ENTITY RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT ASPHALT SECTIONS ARE NOT PERMITTED AT A DEPTH GREATER THAN 8 INCHES OF ASPHALT). THE JOB MIX SHALL COMMENCING CONSTRUCTION. IN THE EVENT OF DAMAGE TO ANY EXISTING UTILITY, THE TESTING REVEALS AN IMPROPER INSTALLATION. BE SUBMITTED FOR APPROVAL PRIOR TO PLACEMENT OF ANY ASPHALT. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER OF THE UTILITY INVOLVED AND UNLESS 24. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS WITHIN THE PUBLIC RIGHT OF-WAY AFTER AUTHORIZED IN WRITING BY THE OWNER OF THE SUBJECT UTILITY, SHALL NOT ATTEMPT TO 3. WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT, A MINIMUM MAKE REPAIRS. THE COST OF REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. RIGHT OF WAY GRADING AND ALL UTILITY TRENCH WORK IS COMPLETE AND PRIOR TO THE DISTANCE OF 12 INCHES FROM THE EXISTING EDGE, TO CREATE A CLEAN CONSTRUCTION JOINT. THE DEVELOPER PLACEMENT OF CURB, GUTTER, SIDEWALK AND PAVEMENT. IF THE FINAL SOILS/PAVEMENT DESIGN SHALL BE REQUIRED TO REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEAN CONSTRUCTION JOINT CAN TST, INC. REPORT DOES NOT CORRESPOND WITH THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE BE MADE. WHEEL CUTS SHALL NOT BE ALLOWED UNLESS APPROVED BY THE LOCAL ENTITY ENGINEER IN FORT 2. DISTRICT OWNED EASEMENT PICTURES: CONTRACTOR TO PROVIDE SEQUENTIAL DIGITAL CONSULTING ENGINEERS DEVELOPER SHALL BE RESPONSIBLE FOR A RE-DESIGN OF THE SUBJECT PAVEMENT SECTION OR, THE COLLINS. PICTURES SPACED AT NO MORE THAN 300 FEET DETAILING CONDITIONS OF THE OFF-SITE 748 Whalers Way DEVELOPER MAY USE THE LOCAL ENTITYS DEFAULT PAVEMENT THICKNESS SECTION(S). REGARDLESS BOXELDER OWNED EASEMENT CONDITIONS AND ANY STRUCTURES THAT COULD BE Suite 200 Fort Collins OF THE OPTION USED, ALL FINAL SOILS/PAVEMENT DESIGN REPORTS SHALL BE PREPARED BY A LICENSED 4. STREET SUBGRADES SHALL BE SCARIFIED THE TOP 12 INCHES AND RE-COMPACTED PRIOR TO SUBBASE AFFECTED, TO THE DISTRICT AND THE PROPERTY OWNER PRIOR TO THE START OF ANY OFF-SITE WORK Colorado 80525 INSTALLATION. NO BASE MATERIAL SHALL BE LAID UNTIL THE SUBGRADE HAS BEEN INSPECTED AND APPROVED BY THESE PICTURES SHALL INCLUDE ALL EXISTING FENCE, DITCHES, DITCH STRUCTURES, Phone: 970.226.0557 PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE SUBMITTED TO THE INSPECTOR A MINIMUM OF THE LOCAL ENTITY ENGINEER. OUT BUILDINGS, WATER TROUGHS, TREES AND ALL OTHER LANDSCAPING. PICTURES ARE TO 10 WORKING DAYS PRIOR TO PLACEMENT OF BASE AND ASPHALT. PLACEMENT OF CURB, GUTTER, roe No. SIDEWALK, BASE AND ASPHALT SHALL NOT OCCUR UNTIL THE LOCAL ENTITY ENGINEER APPROVES THE 5. VALVE BOXES AND MANHOLES ARE TO BE BROUGHT UP TO GRADE AT THE TIME OF PAVEMENT PLACEMENT OR IBE NSERTED INTO TRANSPARENT PLACED AT TR MORE THAN FOUR (4) PICTURES A FINAL REPORT. OVERLAY. VALVE BOX ADJUSTING RINGS ARE NOT ALLOWED. INSERTED SLEEVES AND DELIVEREDD WITHH THE DRAWINGS OF RECORD IN T SHEET OF PHOTO PAPER 1230.0009.00 A THREE (3) RING BINDER. SCALE N/A 25. THE CONTRACTOR SHALL HIRE A LICENSED ENGINEER OR LAND SURVEYOR TO SURVEY THE 6. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE 3. PROTECTION OF PROPERTY: CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE CONSTRUCTED ELEVATIONS OF THE STREET SUBGRADE AND THE GUTTER FLOWLJNE AT ALL INTERSECTIONS, DATE INLETS, AND OTHER LOCATIONS REQUESTED BY THE LOCAL ENTITY INSPECTOR. THE ENGINEER OR INSPECTOR BEFORE ANY CUTS ARE MADE. CUTTING AND PATCHING SHALL BE DONE IN CONFORMANCE WITH PROTECTION FROM DAMAGE OF ALL PUBLIC AND PRIVATE PROPERTY THROUGH MICR THE OCTOBER 2024 CHAPTER 25, RECONSTRUCTION AND REPAIR. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING WORK IS DONE. SURVEYOR MUST CERTIFY IN A LETTER TO THE LOCAL ENTITY THAT THESE ELEVATIONS CONFORM TO THE SURFACE. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY APPROVED PLANS AND SPECIFICATIONS. ANY DEVIATIONS SHALL BE NOTED IN THE LETTER AND THEN ENGINEER. ALL OVERLAY WORK SHALL BE COORDINATED WITH ADJACENT LANDOWNERS SUCH THAT FUTURE SHEET RESOLVED WITH THE LOCAL ENTITY BEFORE INSTALLATION OF BASE COURSE OR ASPHALT WILL BE PROJECTS DO NOT CUT THE NEW ASPHALT OVERLAY WORK. 4. SAFETY: ALL SEWER MAIN INSTALLATION WITHIN THE DISTRICT SHALL BE SUBJECT TO ALLOWED ON THE STREETS. CURRENT (OCCUPATIONAL SAFETY AND HEATH ASSOCIATION (OSHA) AND THE 3 of 2 24 7. ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THESE PLANS OR AS OTHERWISE SPECIFIED IN COLORADO SAFETY ASSOCIATION, (CSA) SAFETY REQUIREMENTS. CONTRACTOR SHALL M.U.T.C.D. (INCLUDING COLORADO SUPPLEMENT) AND AS PER THE RIGHT-OF-WAY WORK PERMIT TRAFFIC CONTROL ALSO COMPLY WITH ANY AND ALL REQUIREMENTS AND REGULATIONS AS SET FORTH BY F. EAST LARIMER OOLKEY WATER DWRIVE QENERAL NaMS 20. PROJECT AS-BUILT AND RECORD DRAWING REQUIREMENTS: 22. ALL EXPOSED SOILS OR DISTURBED AREAS ARE CONSIDERED A POTENTIAL POLLUTANT AND SHALL HAVE CONTROL PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS. A. AS-BUILT DRAWINGS ARE COMPILED AND MAINTAINED DURING CONSTRUCTION BY THE MEASURES IMPLEMENTED ON THE SITE TO PREVENT MATERIALS FROM LEAVING THE SITE. THE FOLLOWING INFORMATION IS CONDENSED FROM THE CURRENT "STANDARD CONSTRUCTION CONTRACTOR AND IDENTIFY, IN RED INK, ON-SITE CHANGES TO THE ORIGINAL DESIGN. AS-BUILT 47. SPILLS: FOR THOSE MINOR SPILLS THAT, ARE LESS THAN THE STATES REPORTABLE QUANTITY FOR SPILLS, STAY SPECIFICATIONS FOR WATER MAINS" (SPECIFICATION) AS ADOPTED BY THE EAST LARIMER COUNTY DRAWINGS SHALL BE DELIVERED TO THE DISTRICT (ELECTRONICALLY IN PDF FORMAT OR OTHERWISE AS 23. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, WITHIN THE PERMITTED AREA, AND IN NO WAY THREATEN ANY STORMWATER CONVEYANCE, NOTIFY THE CITY OF WATER DISTRICT (ELCO'OR DISTRICT) AND IS TO BE CONSIDERED AS SUCH. IN THE EVENT OF ANY REQUESTED BY THE DISTRICT) FOR ACCEPTANCE AND TO THE PROJECTS DESIGN STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION AT ALL TIMES BY EQUIPMENT FORT COLLINS UTILITIES BY EMAIL AT EROSIONOFCGOV.COM OR PHONE (970) 817-4770. FOR ANY CONFLICT THE FULL DISTRICT SPECIFICATION DOCUMENT SHALL TAKE PRECEDENCE OVER THESE GENERAL ENGINEER FOR CREATION OF RECORD DRAWINGS. TRACKING, SCARIFYING OR DISKING THE SURFACE ON A CONTOUR WITH A 2 TO 4 INCH MINIMUM VARIATION SIGNIFICANT, MAJOR, OR HAZARDOUS SPILLS, NOTIFY THE CITY OF FORT COLLINS UTILITIES BY PHONE ONLY NOTES. IN SOIL SURFACE UNTIL MULCH, VEGETATION, AND/OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. AFTER EMERGENCY RESPONSE (911) HAS BEEN NOTIFIED AND IS ON ROUTE, COUNTY HEALTH DEPARTMENT 21. RECORD DRAWINGS ARE PREPARED BY THE PROJECTS DESIGN ENGINEER AND SHALL (LCDHE) HAS BEEN NOTIFIED THROUGH LARIMER COUNTY SHERIFF DISPATCH (970) 416-1985, AND THE 1. STANDARDS AND SPECIFICATIONS: CONSTRUCTION SHALL BE PER THE DISTRICT ACCURATELY REFLECT ANY CHANGE MADE IN THE FIELD WHICH VARIES FROM THE ACCEPTED 24. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM STATE SPILL HOTLINE INCIDENT REPORTING HAVE BEEN CONTACTED 1-877-518-5608. WRITTEN SPECIFICATIONS IN EFFECT AT THE START OF CONSTRUCTION. MATERIAL OR EQUIPMENT SHALL BE CONSTRUCTION PLANS, AS NOTED IN THE AS-BUILT DRAWINGS, INCLUDING AT A MINIMUM, FIELD SEDIMENT TRANSPORT THROUGH THE USE OF SURFACE ROUGHENING, WATERING, AND DOWN GRADIENT DOCUMENTATION SHALL BE PROVIDED TO THE CITY WITHIN 5 DAYS OF THE EVENT. ALL SPILLS SHALL BE o MANUFACTURED PER THE MOST RECENT VERSION OF APPLICABLE INDUSTRY STANDARDS. DIMENSIONS AND ELEVATIONS, HORIZONTAL AND VERTICAL LOCATIONS OF UNDERGROUND UTILITIES AND PERIMETER CONTROLS. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY WIND IN LEANED UP IMMEDIATELY. APPURTENANCES. 1HE RECORD DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY THE DISTRICT ACCORDANCE WITH MUNICIPAL CODE §12-150. ALL STOCKPILES SHALL BE FLATTENED TO MEET GRADE OR z it 2. LOCATES. CONTRACTOR SHALL COORDINATE FIELD LOCATES OF ALL EXISTING UTILITIES PRIOR TO PRIOR TO PRELIMINARY ACCEPTANCE OF THE PROJECT. RECORD DRAWINGS ARE TO BE DELIVERED TO REMOVED FROM SITE AS SOON AS PRACTICAL, AND NO LATER THAN THE COMPLETION OF CONSTRUCTION 48. SELECTION OF 'PLASTIC WELDED"EROSION CONTROL BLANKETS SHALL NOT BE USED IN AREAS THAT WILDLIFE, � w COMMENCEMENT OF ANY CONSTRUCTION AND AS REQUIRED NOTIFY ALL AFFECTED UTILITY COMPANIES THE DISTRICT IN ELECTRONIC FORMAT AS ADOBE (PDF), AUTOCAD AND ARCVIEW SHAPE FILES ACTIVITIES OR ABANDONMENT OF THE PROJECT. ALL OFF-SITE STOCKPILE STORAGE LOCATIONS IN CITY LIMITS SUCH AS SNAKES, ARE LIKELY TO BE LOCATED AS THESE HAVE PROVEN TO CAUSE ENTRAPMENT ISSUES. o PRIOR TO COMMENCING CONSTRUCTION. COST OF REPAIRS TO ANY UTILITY DAMAGED DURING DISTRICT (RELEASE VERSION TO BE CONFIRMED WITH DISTRICT AT TIME OF SUBMITTAL). SHALL HAVE A STOCKPILE PERMIT FROM THE CITY ENGINEERING DEPARTMENT PRIOR TO USING THE AREA TO w WATERLINE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. STORE MATERIAL. IF FREQUENT ACCESS FROM HARDSCAPE TO THE STOCKPILE IS NEEDED A STRUCTURAL 49. ANY STORMWATER FACILITIES USED AS A TEMPORARY CONTROL MEASURE WILL BE RESTORED AND STORM a:� 22. WARRANTY: THE OWNER SHALL WARRANT ALL WORK ASSOCIATED WITH THE WATERLINE TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. SEWER LINES WILL BE LEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE 3. DAMAGE TO PROPERTY: CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION INSTALLATION INCLUDING, BUT NOT LIMITED TO THE MATERIALS, INSTALLATION WORKMANSHIP AND MAINTENANCE OVER TO THE OWNER, HOMEOWNERS ASSOCIATION (HOA), OR OTHER PARTY RESPONSIBLE FROM DAMAGE OF ALL PUBLIC AND PRIVATE PROPERTY THROUGH WHICH THE WORK IS DONE AND SHALL SURFACE RESTORATION FOR A PERIOD OF TWO YEARS FROM DATE OF PRELIMINARY ACCEPTANCE. DURING 25. ALL REQUIRED CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY FOR LONG TERM MAINTENANCE OF THOSE FACILITY. BE FULLY RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY AND ALL PUBLIC AND PRIVATE THIS WARRANTY PERIOD THE OWNER SHALL REPAIR ANY DEFECTS IN THE WORK AND MAINTAIN THE (STOCKPILING, STRIPPING, GRADING, ETC.). ALL OF THE REQUIRED EROSION CONTROL MEASURES MUST BE PROPERTY. WORK AREA. AT THE CLOSE OF THE TWO-YEAR WARRANTY PERIOD AND UPON SATISFACTORY CORRECTION INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED 50. ALL FlNAL STABILIZATION SPECIFICATIONS SHALL BE DONE IN ACCORDANCE WITH THE MANUAL, CHAPTER 4. OF ANY DEFICIENCIES NOTED, THE DISTRICT SHALL ACCEPT THE CONSTRUCTED LINES AND PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. CONSTRUCTION CONTROL MEASURES. 4. SAFETY: CONTRACTOR SHALL COMPLY WITH ANY AND ALL REQUIREMENTS AND REGULATIONS AS APPURTENANCES AS THE SOLE PROPERTY AND RESPONSIBILITY OF THE DISTRICT. Li SET FORTH BY ANY LOCAL, CITY, COUNTY, STATE OR FEDERAL AGENCY HAVING APPLICABLE AUTHORITY. Q 26. ALL INLETS, CURB-CUTS, CULVERTS, AND OTHER STORM SEWER INFRASTRUCTURE WHICH COULD BE POTENTIALLY 51. ALL DISTURBED AREAS DESIGNED TO BE VEGETATED SHALL BE AMENDED, SEEDED & MULCHED, OR o 5. LANDSCAPING ADJACENT TO DISTRICT WATERLINES: NO LANDSCAPING (BUSHES, SHRUBS, IMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED WITH CONTROL MEASURES. MATERIAL LANDSCAPED AS SPECIFIED IN THE LANDSCAPE PLANS WITHIN 14 WORKING DAYS OF FINAL GRADING. TREES OR OTHER PLANTINGS) THAT HAS A MATURE HEIGHT OF OVER 3 FEET (3-FT) SHALL BE PLACED 1. THE PROPERTY OWNER, OWNERS REPRESENTATIVE, DEVELOPER, DESIGN ENGINEER, GENERAL ACCUMULATED FROM THIS CONTROL MEASURE SHALL BE PROMPTLY REMOVED AND IN CASES WHERE THE WITHIN TEN FEET (10-FT) OF ANY DISTRICT WATERLINE OR APPURTENANCE (DISTRIBUTION MAIN, SERVICE CONTRACTOR, SUB-CONTRACTORS, OR SIMILAR TIME FOR THE DEVELOPING ENTITY (HERE AFTER REFERRED TO PROTECTION HAS FAILED, THE PIPES SHALL BE THOROUGHLY CLEANED OUT. 52. SOIL IN ALL VEGETATED (LANDSCAPED OR SEEDED) AREAS, INCLUDING PARKWAYS AND MEDIANS SHALL m LINE, FIRE HYDRANT, METER, ETC.). BUSHES OR SHRUBS WITH A MATURE HEIGHT OF LESS THAN 3-FT AS THE DEVELOPER) HAS PROVIDED THESE EROSION CONTROL MATERIALS IN ACCORDANCE WITH EROSION COMPLY WITH ALL REQUIREMENTS SET FORTH IN STREET TREE NOTES AND GENERAL LANDSCAPE NOTES. SHALL BE PLACED A MINIMUM 4-FT FROM ANY DISTRICT WATERLINE OR APPURTENANCE. THE DISTRICT CONTROL CRITERIA SET FORTH IN THE MANUAL AS AN ATTEMPT TO IDENTIFY EROSION, SEDIMENT, AND OTHER 27. ALL STREAMS, STREAM CORRIDORS, BUFFERS, WOODLANDS, WETLANDS, OR OTHER SENSITIVE AREAS SHALL BE DRAWN SHALL HAVE THE RIGHT TO REMOVE ANY LANDSCAPING THAT VIOLATES THIS STANDARD, AT ANY TIME POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THESE CONSTRUCTION ACTIVITIES AND PREVENTING PROTECTED FROM IMPACT BY ANY CONSTRUCTION ACTIVITY THROUGH THE USE OF CONTROL MEASURES. 53. ALL SEEDING SHALL REFER TO LANDSCAPING PLANS FOR SPECIES MIXTURE AND APPLICATION RATES AND BRB SUCH LANDSCAPING IS DISCOVERED, AND SHALL NOT BE REQUIRED TO REPLACE THE REMOVED THOSE POLLUTANTS FROM LEAVING THE PROJECT SITE AS AN ILLICIT DISCHARGE. FULL CITY REQUIREMENTS AND DEPTHS REQUIREMENTS. LANDSCAPING. ARE OUTLINED AND CLARIFIED IN THE MANUAL UNDER CHAPTER 4: CONSTRUCTION CONTROL MEASURES AND 28. ALL EXPOSED DIRT SHALL HAVE PERIMETER CONTROL ANY PERIMETER CONTROLS THAT DRAIN OFF OR HAS THE CHECKED SHOULD BE USED TO IDENTIFY AND DEFINE WHAT IS NEEDED ON A PROJECT. ABILITY TO BE TRACKED ONTO THE NEARBY HARDSCAPE SHALL HAVE SOME FORM OF EFFECTIVE SEDIMENT 54. ALL SEED SHALL BE DRILLED WHERE PRACTICAL TO A DEPTH BASED UPON THE SEED TYPE. BROADCAST DAP 6. DESIGN APPROVAL AND CONSTRUCTION START: NO CONSTRUCTION SHALL BEGIN WITHOUT PRIOR CONTROL AS THE, OR AS PART OF THE, PERIMETER CONTROL SEEDING SHALL BE APPLIED AT DOUBLE THE RATE AS PRESCRIBED FOR DRILL SEEDING AND SHALL BE LIGHTLY DESIGN ACCEPTANCE FROM ELCO. DISTRICT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF STARTING 2. THE DEVELOPER SHALL MAKE THEMSELVES THOROUGHLY FAMILIAR WITH THE PROVISIONS AND THE CONTENT HAND RAKED AFTER APPLICATION. HYDROSEEDING MAY BE SUBSTITUTED FOR DRILL SEEDING ON SLOPES DESIGNED CONSTRUCTION OR TESTING TO ALLOW FOR SCHEDULING. OF THE SPECIFICATIONS LAID OUT IN THE MANUAL, THE DEVELOPMENT AGREEMENT, THE EROSION CONTROL 29. ALL EXPOSED SLOPES SHOULD BE PROTECTED. ALL EXPOSED STEEP SLOPES (STEEPER THAN 3:1 H:V) SHALL STEEPER THAN 3(H):1(V) OR ON OTHER AREAS NOT PRACTICAL TO DRILL SEED AND CRIMP AND MULCH. ALL BRB MATERIALS COMPILED FOR THIS PROJECT, AND THE FOLLOWING NOTES AS ALL THESE MATERIALS ARE BE PROTECTED FROM EROSION AND SEDIMENT TRANSPORT THROUGH USE OF CONTROL MEASURES. HYDROSEEDING MUST BE CONDUCTED AS TWO SEPARATE PROCESSES OF SEEDING AND TACKIFlCATTON. FILENAME 7. PERMITS: CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS WHICH MAY BE APPLICABLE TO THIS PROJECT. 0009_Cover REQUIRED. FOR ANY PERMITTING WHERE THE DISTRICT MUST APPLY FOR A PERMIT THE CONTRACTOR 30. NO SOILS SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS AFTER 55. ALL SEEDED AREAS MUST BE MULCHED WITHIN TWENTY--FOUR (24) AFTER PLANTING. ALL MULCH SHALL BE SHALL COORDINATE, COVER THE COST AND SCHEDULE THE PERMIT ACQUISITION WITH THE DISTRICT. 3. THE DEVELOPER SHALL IMPLEMENT AND MAINTAIN CONTROL MEASURES FOR ALL POTENTIAL POLLUTANTS ACTIVITY HAS CEASED BEFORE REQUIRED TEMPORARY SEEDING OR PERMANENT EROSION CONTROL (E.G. MECHANICALLY CRIMPED AND OR ADEQUATELY APPLIED TACKIFlER. THE USE OF CRIMPED MULCH OR FROM THE START OF LAND DISTURBING ACTIVITIES UNTIL FINAL STABILIZATION OF THE CONSTRUCTION SITE. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED. THIS IS NOT JUST LIMITED TO PROJECTS THAT ARE TACKIFIER MAY REQUIRE MULTIPLE RE-APPLICATIONS IF NOT PROPERLY INSTALLED OR HAVE WEATHERED OR 8. CHANGES DURING CONSTRUCTION: NO VERBAL AUTHORIZATION FOR FIELD REVISION SHALL BE ABANDONED; THIS INCLUDES ANY PROJECT THAT IS TEMPORARILY HALTED AND NO IMMEDIATE ACTIVITY IS DEGRADED BEFORE VEGETATION HAS BEEN ESTABLISHED. AREAS OF EMBANKMENTS HAVING SLOPES I 0 L/c .. GIVEN. ALL REQUESTS FOR SUCH FIELD REVISION SHALL BE MADE IN WRITING WITH THE PROPOSED 4. THE CITY EROSION CONTROL INSPECTOR SHALL BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO TO RESUME WITHIN THE NEXT THIRTY (30) DAYS, UNLESS OTHERWISE APPROVED BY THE CITY EROSION GREATER THAN OR EQUAL TO 3H:1V SHALL BE STABILIZED WITH AN EROSION MAT OR APPROVED EQUAL TO ,��.• � CHANGE INDICATED ON A COPY OF THE SIGNED DESIGN DRAWINGS. ANY FIELD REVISION APPROVED THE DESIRED START OF ANY CONSTRUCTION ACTIVITIES ON THIS SITE TO ALLOW ADEQUATE TIME FOR ON-SITE CONTROL INSPECTOR. DURING A SEASON WHEN SEEDING DOES NOT PRODUCE VEGETATIVE COVER, ANOTHER ENSURE SEED WILL BE ABLE TO GERMINATE ON THE STEEP SLOPES. DURING A SEASON WHEN SEEDING DOES V", AND INSTALLED SHALL ALSO BE ACCURATELY DOCUMENTED ON THE AS-BUILT DRAWINGS. CONFIRMATION (INITIAL INSPECTION WHICH CAN TAKE UP TO TWO BUSINESS DAYS AFTER RECEIVING THE TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED WITH OR UNTIL TEMPORARY SEEDING OR NOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED PQQ ��G REQUEST) THAT THE SITE IS IN FACT PROTECTED FROM SEDIMENT AND POLLUTANTS DISCHARGES OFF SITE. PERMANENT EROSION CONTROL CAN BE PERFORMED. ALONG WITH, OR UNTIL, TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED.9. MATERIALS OF CONSTRUCTION: PLEASE CONTACT erosionOfcgov.com EARLY TO SCHEDULE THOSE INITIAL EROSION CONTROL INSPECTIONS •: A. PIPE: ALL WATER PIPING SHALL BE POLYVINYL CHLORIDE (PVC). ALL PVC PIPING 6-INCH WELL IN ADVANCE SO THAT DEMOLITION, CLEARING, GRUBBING, TREE REMOVAL, AND SCRAPING MAY BEGIN 31. ALL INDIVIDUAL LOTS SHALL HAVE EFFECTIVE SEDIMENT CONTROLS LOCATED ON THE STREET SIDE AND ANY 56. THE DEVELOPER SHALL WARRANTY AND MAINTAIN ALL VEGETATIVE MEASURES, WITH THE EXCEPTION OF STREET Q� *0 THROUGH 12-INCH SHALL BE DR 18 (PRESSURE CLASS 235 PSI) AND MANUFACTURED IN WITHOUT DELAY. FAILURE TO RECEIVE AN ON-SITE CONFIRMATTON BEFORE CONSTRUCTION ACTIVITIES DOWN GRADIENT SIDE. TYPICALLY MOST LOTS DRAIN TO THE FRONT YET ON THOSE CASES WHERE HOUSES TREES, FOR TWO GROWING SEASONS AFTER INSTALLATION OR UNTIL SEVENTY PERCENT (70R) VEGETATIVE COVER .....••'•G� ACCORDANCE WITH AWWA STANDARD C900, "POLYVINYL CHLORIDE (PVC) PRESSURE COMMENCE IS AN AUTOMATIC 'NOTICE OF VIOLATION"AND CAN RESULT IN FURTHER ENFORCEMENT ARE ALONG A POND OR DRAINAGE SWALE HAVE THE LOT DRAIN IN A DIFFERENT DIRECTION THAN THE STREET, HAS BEEN ESTABLISHED, WHICHEVER IS LONGER AND MEETS ALL THE CRITERIA OUTLINED IN THE FORT COLLINS TONAL E� PIPE, 4-INCH THROUGH 12-INCH, FOR WATER DISTRIBUTION". ALL PVC PIPING 14-INCH ACTIONS. THOSE INDIVIDUAL LOTS WILL NEED PROTECTION ON THAT DOWN GRADIENT SIDE TO PREVENT SEDIMENT STORMWATER CRITERIA MANUAL CHAPTER 4: CONSTRUCTION CONTROL MEASURES. THROUGH 24-INCH SHALL BE DR 18 (PRESSURE BASS 235 PSI) AND MANUFACTURED IN FROM LEAVING THE LOT. SEE THE INDIVIDUAL LOT DETAILS FOR FURTHER CLARIFICATION. ACCORDANCE WITH AWWA STANDARD C905, "POLYVINYL CHLORIDE (PVC) WATER 5. THE DEVELOPER SHALL PROACTIVELY PROVIDE ALL APPROPRIATE CONTROL MEASURES TO PREVENT DAMAGE TRANSMISSION PIPE, NOMINAL DIAMETERS 14-INCH THROUGH 36". PIPE WITH A DIAMETER TO ADJACENT DOWNSTREAM AND LEEWARD PROPERTIES. THIS INCLUDES BUT IS NOT LIMITED TO: TREES, 32. AT ALL POINTS WHERE VEHICLES EXIT OR LEAVE THE EXPOSED DIRT AREA ON TO A HARDSCAPE OR SEMI 57. THE DEVELOPER SHALL MAINTAIN, MONITOR, REPAIR, AND REPLACE ANY AND ALL APPLICABLE CONTROL GREATER THAN 24 INCHES SHALL BE SPECIFIED BASED ON ENGINEERED DESIGN. SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURES, CREEKS, WETLANDS, STREAMS, RIVERS, AND HARDSCAPE (CONCRETE, ASPHALT, ROAD BASE, ETC.) SHALL HAVE INSTALLED AT LEAST ONE STRUCTURAL MEASURES UNTIL FINAL STABILIZATION HAS BEEN OBTAINED. ALL CONTROL MEASURES MUST REMAIN UNTIL B. TRACER WIRE: ALL WATER PIPING SHALL BE INSTALLED WITH A TWELVE (12) GAUGE SOLID UTILITIES THAT ARE NOT DESIGNED FOR REMOVAL, RELOCATION, OR REPLACEMENT IN THE COURSE OF TRACKING CONTROL MEASURE TO PREVENT VEHICLE TRACKING. ALL AREAS NOT PROTECTED BY AN ADEQUATE SUCH TIME AS ALL UPSTREAM CONTRIBUTING POLLUTANT SOURCES HAVE BEEN VEGETATED OR REMOVED COPPER WIRE, PLASTIC COATED, SIX HUNDRED (600) VOLT TAPED TO TOP OF PIPE AND CONSTRUCTION. PERIMETER CONTROL SHALL BE CONSIDERED A POINT WHERE VEHICLES EXIT THE SITE. ACCESS POINTS FROM THE SITE. WHEN ANY CONTROL MEASURE IS REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR SURFACED AT EACH HYDRANT INTO A TRACER WIRE BOX. SHOULD BE LIMITED TO AS FEW ENTRANCES AS POSSIBLE (ALL PERIMETER AREAS SHALL BE PROTECTED FROM THE CLEANUP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM THAT CONTROL MEASURE. AT THE POINT C. PIPE JOINTS: PIPE JOINTS SHALL BE MADE USING AN INTEGRAL BELL WITH AN ELASTOMERIC 6. AT ALL TIMES THE DEVELOPER SHALL BE RESPONSIBLE TO ENSURE ADEQUATE CONTROL MEASURES ARE DESIGNED, TRACKING ACTIVITIES). AT WHICH THE SITE HAS BEEN DEEMED STABILIZED AND VERIFIED BY CITY EROSION CONTROL INSPECTOR, GASKET PUSH-ON TYPE JOINT OR USING MACHINED COUPLINGS OF A SLEEVE TYPE WITH SELECTED, INSTALLED, MAINTAINED, REPAIRED, REPLACED, AND ULTIMATELY REMOVED IN ORDER TO PREVENT AND ALL TEMPORARY CONTROL MEASURES CAN THEN BE FULLY REMOVED. ALL MEASURES SHALL BE REMOVED RUBBER RING GASKETS AND MACHINED PIPE ENDS TO FORM A PUSH-ON TYPE JOINT. CONTROL EROSION SUSPENSION, SEDIMENT TRANSPORTATION, AND POLLUTANT DISCHARGE AS A RESULT OF 33. IN ALL AREAS THAT THE STRUCTURAL TRACKING CONTROL MEASURES FAIL TO PREVENT VEHICLE TRACKING, WITHIN 30 DAYS AFTER FINAL STABIUZA71ON IS ACHIEVED. D. MATERIALS AND INSTALLATION: ALL MATERIALS INSTALLED SHALL BE NEW AND FREE OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT. COLLEC110N AND PROPER DISPOSAL OF THAT MATERIAL IS REQUIRED. ALL INLETS LOCATED NEAR ACCESS MANUFACTURER DEFECTS. ANY DEFECTIVE OR DAMAGED MATERIALS NOTED ON THE POINTS AND AFFECTED BY TRACKING ACTIVITIES SHALL BE PREVENTED FROM THE INTRODUCTION OF SEDIMENT 58. THE RESPONSIBLE PARTY SHALL MAINTAIN AND KEEP CURRENT ALL PAYMENTS OR RELATED FORMS OF CONSTRUCTION SITE SHALL BE SO MARKED AND REMOVED FROM THE SITE. UNDER NO 7. ALL APPLICABLE CONTROL MEASURES BASED UPON THE SEQUENCING AND/OR PHASING OF THE PROJECT INTO THE DRAINAGE SYSTEM. SECURITY FOR THE EROSION CONTROL ESCROW UNTIL 1) STABILIZATION HAS BEEN REACHED AND 2) ALL CIRCUMSTANCES SHALL ANY PVC PIPING BE INSTALLED UTILIZING MECHANICAL EQUIPMENT SHALL BE INSTALLED PRIOR TO THOSE CONSTRUCTION ACTIVITIES COMMENCING. CONTROL MEASURES AND/OR BMPS HAVE SEDIMENT MATERIALS COLLECTED AND THE CONTROL MEASURE TO SEAT THE JOINTS. 34. CITY MUNICIPAL CODE §20-62, AMONG OTHER THINGS, PROHIBITS THE TRACKING, DROPPING, OR REMOVED FROM THE SITE. AT THAT TIME THE SITE WILL BE CONSIDERED COMPLETED AND ANY REMAINING E. PIPE FITTINGS: ALL FITTINGS SHALL BE MECHANICAL JOINT, DUCTILE IRON, MANUFACTURED IN 8. AS DYNAMIC CONDITIONS (DUE TO THE NATURE, TIMING, SEQUENCE, AND PHASING OF CONSTRUCTION) IN DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY SOURCE. CITY EROSION CONTROL ESCROW SHALL BE RETURNED TO THE APPROPRIATE PARTIES. ACCORDANCE WITH AWWA STANDARD C153. FITTINGS SHALL BE FURNISHED WITH A THE FIELD MAY WARRANT CONTROL MEASURES IN ADDITION, OR DIFFERENT, TO WHAT IS SHOWN ON THESE MUNICIPAL CODE, §26-498, AMONG OTHER THINGS, PROHIBITS THE DISCHARGE OF POLLUTANTS ON PUBLIC CEMENT-MORTAR LINING OF STANDARD THICKNESS CLASS WITH A 250 PSI PRESSURE RATING. PLANS, THE DEVELOPER SHALL AT ALL TIMES BE RESPONSIBLE TO IMPLEMENT THE CONTROL MEASURES THAT OR PRIVATE PROPERTY IF THERE IS A SIGNIFICANT POTENTIAL FOR MIGRATION OF SUCH POLLUTANT. THEREFORE, F. GATE VALVES: GATE VALVES SHALL CONFORM TO AWWA STANDARD C509 WITH ARE MOST EFFECTIVE WITH THE CURRENT STATE AND PROGRESS OF CONSTRUCTION. THE DEVELOPER SHALL ALL TRACKED OR DEPOSITED MATERIALS (INTENTIONAL OR INADVERTENT) ARE NOT PERMITTED TO REMAIN ON MECHANICAL JOINT, 2" OPEN LEFT OPERATING NUT AND RESILIENT SEAT IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AND/OR AS DIRECTED BY THE CITY THE STREET OR GUTTER AND SHALL BE REMOVED AND LEGALLY DISPOSED OF BY THE DEVELOPER IN A TIMELY G. BUTTERFLY VALVES: BUTTERFLY VALVES SHALL BE USED FOR ALL VALVES 12-INCHES AND LARGER EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INSURE THAT ALL EROSION CONTROL PLANS (MAPS) OR AND IMMEDIATE MANNER. DIRT RAMPS INSTALLED IN THE CURB-LINES ARE NOT EXEMPT TO THESE AND CONFORM TO AWWA STANDARD C504 WITH MECHANICAL JOINT, 2" OPEN LEFT SWMP DOCUMENTS ARE UPDATED TO REFLECT THE CURRENT SITE CONDITIONS, WITH UPDATES BEING SECTIONS OF CODE AND SHALL NOT BE PERMITTED IN THE STREET RIGHT OF WAY (PUBLIC OR PRIVATE). Z OPERATING NUT, RESILIENT SEAT AND SHALL BE EQUIPPED WITH SAND BONNET. INITIALED AND DATED. 1HESE SITE INSPECTIONS AND SITE CONDITION UPDATES SHALL BE MADE AVAILABLE O H. FIRE HYDRANTS: HYDRANTS SHALL CONFORM TO AWWA STANDARD C50Z 1" SQUARE UPON REQUEST BY 1HE CITY. 35. IF REPEATED DEPOSIT OF MATERIAL OCCURS ON A SITE, ADDITIONAL STRUCTURAL TRACKING CONTROLS MAY BE OPEN-RIGHT OPERATING NUT. ALLOWABLE MANUFACTURERS AND MODELS ARE MUELLER SUPER REQUIRED OF THE DEVELOPER BY THE CITY EROSION CONTROL INSPECTOR. 0) CENTURION WITH EPDXY COATED SHOE OR AMERICAN FLO CONTROL WATEROUS PACER WB 67-25OX NTH 9. ALL LISTINGS, PROVISIONS, MATERIALS, PROCEDURES, ACTIVITIES, SITE WORK AND THE LIKE ARTICULATED IN EPDXY COATED SHOE. ALL FITTINGS SHALL BE SWING ASSEMBLIES WITH THIS OR OTHER WRITTEN SITE-SPECIFIC DOCUMENTS (INCLUDING BUT NOT LIMITED TO THE EROSION CONTROL 36. THE DEVELOPER SHALL APPLY CONTROL MEASURE TO LIMIT TRAFFIC (SITE WORKER OR PUBLIC) IMPACTS AND W ANCHOR COUPLINGS. REPORTS, DEVELOPMENT AGREEMENTS, LANDSCAPE, AND DRAINAGE MATERIALS) SHALL MEET OR EXCEED PROACTIVELY LOCATE MATERIAL DELIVERED TO THE SITE IN CLOSE PROXIMITY TO THE WORK AREA OR I. PIPE, VALVE AND FITTING WRAP: ALL FITTINGS, VALVES, FIRE HYDRANT SHOES AND PLUGS THE MOST RESTRICTIVE LANGUAGE FOR CITY, COUNTY, STATE, AND FEDERAL REGULATIONS WITH REGARDS TO IMMEDIATELY INCORPORATED IN THE CONSTRUCTION TO LIMIT OPERATIONAL IMPACTS TO DISTURBED AREAS, 0 Q O SHALL BE POLY-WRAPPED WITH 8-MIL THICK POLYETHYLENE PLASTIC WRAP, DOUBLE LAYERED, EROSION, SEDIMENT, POLLUTANT, AND OTHER POLLUTION SOURCE CONTROL MEASURES. THE DEVELOPER VEHICLE TRACKING, AND SEDIMENT DEPOSITION THAT COULD IMPACT WATER QUALITY. AND ENDS SECURELY TAPED PRIOR TO BACKF1U_ ALL FITTING BOLTS SHALL HAVE ZINC CAPS SHALL BE RESPONSIBLE TO COMPLY WITH ALL OF THESE AFOREMENTIONED LAWS AND REGULATIONS. INSTALLED. 37. ANY MATERIALS OF A NON-POLLUTING NATURE (STEEL, ROCK, BRICK, LUMBER, ETC.) SHALL BE INSPECTED FOR 10. THE DEVELOPER SHALL ENSURE THAT ALL APPROPRIATE PERMITS (CDPS GENERAL PERMIT STORMWATER ANY RESIDUE COMING OFF THE MATERIAL DURING ROUTINE INSPECTION AND WILL GENERALLY BE LOCATED W 10. BEDDING: ALL PIPE SHALL BE BEDDED IN 3/4" WASHED ROCK UNIFORMLY GRADED AND DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, DEWATERING, CLEAN WATER ACT, ARMY CORPS WHERE PRACTICAL AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS. a) 0) COMPACTED. TRENCH SHALL BE EXCAVATED TO A DEPTH BELOW ESTABLISHED GRADE EQUAL TO 1/4 OF ENGINEERS'404 WETLANDS MITIGATION PERMIT, ETC.) HAVE BEEN ATTAINED PRIOR TO THE RELEVANT OF PIPE DIAMETER (MIN. 4"). BELL DEPRESSIONS SHALL BE PROVIDED FOR ALL JOINTS. IN EVENT THAT ACTIVITY HAS BEGUN. THESE PERMITS OR COPIES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY. 38. ANY HIGH ENVIRONMENTAL IMPACT POLLUTANT MATERIALS THAT HAVE A HIGH LIKELIHOOD TO RESULT IN UNSTABLE TRENCH CONDITIONS ARE ENCOUNTERED AT PIPELINE GRADE 1-1/2" UNIFORMLY GRADED DISCHARGE WHEN IN CONTACT WITH STORMWATER (LUBRICANTS, FUELS, PAINTS, SOLVENTS, DETERGENTS, < _ Ix WASHED ROCK SHALL BE USED FOR STABILIZATION. BEDDING MATERIAL SHALL BE PLACED AND 11. THE DEVELOPER SHALL FURNISH ALL CONVENIENCES AND ASSISTANCES TO AID THE EROSION CONTROL FERTILIZERS, CHEMICAL SPRAYS, BAGS OF CEMENT MIX, ETC.) SHOULD NOT BE KEPT ON SITE WHERE COMPACTED UNDER AND AROUND SIDES OF THE PIPE PER THE PIPE MANUFACTURERS INSTALLATION INSPECTORS OF MATERIALS, WORKMANSHIP, RECORDS, AND SELF-INSPECTIONS, ETC. OF THE CONTROL PRACTICAL WHEN NOT PRACTICAL, THEY SHOULD BE STORED INSIDE (VEHICLE, TRAILER, CONNEX, BUILDING, > RECOMMENDATIONS. NOTE MAXIMUM TRENCH WIDTH DETAIL MEASURES INVOLVED IN THE CONSTRUCTION ACTIVITIES. ETC.) AND OUT OF CONTACT WITH STORMWATER OR STORMWATER RUNOFF. WHERE NOT AVAILABLE, THEY Z SHALL BE STORED OUTSIDE IN A RAISED (HIGH SPOTS OR ON PALLETS), COVERED (PLASTIC OR TARPED), AND < z 11. BACKFILL: BACKFILL OF ACCEPTABLE MATERIAL SHALL BE PLACED IN LIFTS'OF UNIFORM 12. THE DEVELOPER SHALL REQUEST CLARIFICATION OF ALL APPARENT SITE CONSTRUCTION ISSUES THAT MAY ARISE SEALED (LEAK PROOF CONTAINER) IN SECONDARY CONTAINMENT LOCATION. THE SECONDARY CONTAINMENT HORIZONTAL LAYERS NOT TO EXCEED 6-INCHES OF COMPACTED DEPTH PER LIFT. MINIMUM 18" OF DUE TO INCONSISTENCIES IN CONSTRUCTION PLANS FOR THE SITE OR SITE CONDITIONS AROUND THE SELECTED OR OTHER CONTROL MEASURE SHALL BE ADEQUATELY SIZED, LOCATED, WHERE PRACTICAL, AT LEAST FIFTY Z ♦R COMPACTED BACKFlLL ABOVE PIPE MUST BE IN PLACE BEFORE ROLLING MECHANICAL EQUIPMENT CONTROL MEASURES BY CONTACTING THE EROSION CONTROL INSPECTOR. THE EROSION CONTROL INSPECTOR (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE O V TYPE COMPACTION IS TO BE USED. BACKFILL SHALL BE COMPACTED TO 95X OF OPTIMUM DENSITY IN WILL NOT BE RESPONSIBLE FOR ANY EXPLANATIONS, INTERPRETATIONS, OR SUPPLEMENTARY DATA PROVIDED MONITORED AS PART OF THE ROUTINE INSPECTIONS. ROADWAY AREAS OR PER ROAD AUTHORITYS REQUIREMENTS, AND 90Z IN FIELDS OR NON-ROAD BY OTHERS. LOCATIONS. BACKFlLL COMPACTION TESTING FREQUENCY SHALL BE AT LEAST ONE TEST PER 100-LINEAL 39. PARKING, REFUELING, AND MAINTENANCE OF VEHICLES AND EQUIPMENT SHOULD BE LIMITED IN ONE AREA FEET OF PIPELINE LENGTH AND AT VARYING DEPTHS AND LOCATIONS IN ACCORDANCE WITH THE 13. ALL CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUAL OF THE SITE TO MINIMIZE POSSIBLE SPILLS AND FUEL STORAGE AREAS. THIS AREA SHALL BE LOCATED, WHERE REQUIREMENTS OF THE APPLICABLE ROAD AUTHORITY OR BEGINNING 1.5-FEET ABOVE TOP OF PIPE AND PRACTICAL, AT LEAST FlF1Y (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR AT 1-FOOT INCREMENTS TO GRADE. 14. THE CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL CONTROL MEASURES AS SITE CONDITIONS WARRANT, DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. ALL AREAS SHALL KEEP TO THE EXTENT AUTHORIZED BY RELEVANT LEGAL AUTHORITY. SPILL KITS AND SUPPLIES CLOSE. 12. JOINT RESTRAINT: ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH DISTRICT SPECIFICATIONS OR AS 15. AS WITH ANY CONSTRUCTION STANDARDS, OCCASIONS MAY ARISE WHERE THE MINIMUM EROSION CONTROL 40. THE PROPERTY MUST BE ACTIVELY PREVENTING THE EMISSION OF FUGITIVE DUST AT ALL TIMES DURING REQUIRED PER ENGINEERS DESIGN. THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD STANDARDS ARE EITHER INAPPROPRIATE OR CANNOT BE JUSTIFIED. IN THESE CASES, A VARIANCE TO THESE CONSTRUC110N AND VEGETATION ACTIVITIES. ALL LAND DISTURBING ACTIVITIES THAT RESULT IN FUGITIVE DUST CONDI110NS AND AS APPROVED OR DIRECTED BY THE DISTRICT FIELD INSPECTOR. STANDARDS MAY BE APPLIED FOR PURSUANT TO THE TERMS, CONDITIONS, AND PROCEDURES OF THE MANUAL SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 TO REDUCE THE IMPACTS TO ADJACENT PROPERTIES AND COMMUNITY HEALTH. ALL REQUIRED PRACTICES SHALL BE IMPLEMENTED AND ADDITIONAL 13. CONCRETE: ALL CONCRETE CONSTRUCTION, INCLUDING THRUST BLOCKS, SHALL BE COMPLETED 16. INSPECTION. THE CONTRACTOR SHALL INSPECT SITE POLLUTANT SOURCES AND IMPLEMENT CONTROL ONES SHALL BE FOLLOWED. THESE PRACTICES INCLUDE WATERING THE SITES AND DISCONTINUING UTILIZING TYPE 5 OR EQUAL CEMENT ONLY. MEASURES AT A MINIMUM OF ONCE EVERY TWO WEEKS DURING CONSTRUCTION AND WITHIN 24 HOURS CONSTRUCTION ACTIVITIES UNTIL THE WIND SUBSIDES AS DETERMINED BY ANY CITY INSPECTORS. FOLLOWING A PRECIPITATION EVENT. DOCUMENTATION OF EACH INSPECTION SHALL BE RECORDED AND 14. ASPHALT REPLACEMENT: FOR ASPHALT PAVEMENT THAT IS CUT AND HAS BEEN IN PLACE RETAINED BY THE CONTRACTOR. 41. ALL CONCRETE AND EQUIPMENT WASHING SHALL USE STRUCTURAL CONTROL MEASURES APPROPRIATE TO THE LESS THAN TWO YEARS (ACCORDING TO CITY OR COUNTY ENGINEER'S RECORD), THE CUT SHALL BE A VOLUME OF WASH AND FREQUENCY OF USE. THESE CONTROL MEASURES SHALL BE LOCATED, WHERE MINIMUM OF 20 FEET IN WIDTH AND WILL BE REPLACED TO THE SPECIFIED DEPTH BY A PAVING 17. ALL TEMPORARY CONTROL MEASURES SHALL BE CLEANED, REPAIRED, OR RECONSTRUCTED AS NECESSARY IN PRACTICAL, AT LEAST FlF1Y (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR MACHINE. ORDER TO ASSURE CONTINUAL PERFORMANCE OF THEIR INTENDED FUNCTION. ALL RETAINED SEDIMENTS, DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE AREAS SHALL BE PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER CLEARLY IDENTIFIED AND PROTECTED FROM ANY WASH FROM LEAVING THE CONTROL MEASURE. IF FREQUENT 15. PIPE COVER: A MINIMUM COVER OF 4-1/2 FEET OF COVER OVER TOP OF PIPE SHALL BE AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY DRAINAGE WAY. ACCESS FROM HARDSCAPE TO THE CONTROL MEASURE IS TO OCCUR, A STRUCTURAL TRACKING CONTROL MAINTAINED THROUGHOUT THE WATERLINE AND SERVICE LINE INSTALLATION, PARTICULARLY IN AREAS OF MEASURE SHALL BE IMPLEMENTED. THESE CONTROL MEASURES SHALL BE FREQUENTLY CLEANED OUT. NEW GRADING AND DRAINAGE SWALES. EXTRA BURY DEPTH MAY BE REQUIRED TO MAINTAIN 18. ANY CONTROL MEASURE MAY BE SUBSTITUTED FOR ANOTHER STANDARD CONTROL MEASURE SO LONG AS MINIMUM COVER AT DRAINAGE CULVERT CROSSINGS AND/OR FIRE HYDRANT RUNS. MAXIMUM THAT CONTROL MEASURE IS EQUAL TO, OR OF GREATER PROTECTION THAN THE ORIGINAL CONTROL MEASURE 42. THE DEVELOPER IS RESPONSIBLE FOR ENSURING WASHING ACTIVITY IS TAKING PLACE AT THE APPROPRIATE ALLOWABLE COVER SHALL BE 6 FEET, UNLESS SPECIFICALLY APPROVED BY THE DISTRICT. THAT WAS TO BE USED IN THAT LOCATION. (EX. SILT FENCE, FOR WATTLES, OR FOR COMPACT BERMS) WATTLE CONTROL MEASURE AND SITE WORKERS ARE NOT WASHING OR DUMPING WASH WATER ON TO THE DIRT OR ALONE ON COMMERCIAL CONSTRUCTION SITES HAVE SHOWN TO BE AN INEFFECTIVE SUBSTITUTE FOR SILT OTHER UNCONTROLLED LOCATIONS. 16. CONNECTION TO EXISTING SYSTEM: ALL CONNECTIONS TO EXISTING WATERLINES SHALL BE FENCE OR COMPACT BERMS UNLESS IT IS ACCOMPANIED BY A CONSTRUCTION FENCE TO PREVENT VEHICLE COMPLETED AT DEVELOPER'S EXPENSE BY DISTRICT PERSONNEL OR THE DISTRICT'S AUTHORIZED TRAFFIC. 43. DEDICATED ASPHALT AND CONCRETE BATCH PLANTS ARE NOT ACCEPTABLE ON CONSTRUCTION SITES WITHIN CONTRACTOR WITH NO EXCEPTION. THE CITY OF FORT COLLINS WITHOUT AN EXPRESSED WRITTEN REQUEST AND PLAN TO REDUCE POLLUTANTS 19. ANY IMPLEMENTATION OR REPLACEMENT OF EXISTING CONTROL MEASURES FOR A NON-STANDARD CONTROL, ASSOCIATED WITH THAT TYPE OF ACTIVITY AND APPROVAL BY THE CITY OF FORT COLLINS SPECIFICALLY THE 17. INSPECTION: THE DISTRICT SHALL HAVE THE AUTHORITY TO ASSIGN AN INSPECTOR WHO SHALL OR ALTERNATIVE CONTROL MEASURE, SHALL REQUIRE THE REVIEW AND ACCEPTANCE BY THE CITY EROSION EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INFORM THE EROSION CONTROL INSPECTION STAFF OF INSPECT, CHECK AND VERIFY THAT ANY AND ALL WORK, INCLUDING ALL MATERIALS TO BE INCORPORATED CONTROL STAFF BEFORE THE MEASURE WILL BE ALLOWED TO BE USED ON THIS PROJECT. THESE CONTROL ANY DEDICATED ASPHALT, OR CONCRETE BATCH PLANTS THAT IS TO BE USED ON SITE. 020 TST� INC. THE WORK, EXCAVATION, BEDDING, BACKFlLL. TESTING AND ALL CONSTRUCTION METHODS AND MEASURES'DETAILS SHALL BE SUBMITTED, REVIEWED AND ACCEPTED TO BE IN ACCORDANCE WITH THE PRACTICES OF THE INSTALLED FACILITIES IS EQUAL TO OR BETTER THAN MINIMUM CONSTRUCTION EROSION CONTROL CRITERIA BASED UPON THE FUNCTIONALITY AND EFFECTIVENESS IN ACCORDANCE WITH 44. SAW CUTTING MATERIAL SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 FOR AIR EMISSIONS CONSULTING ENGINEERS REQUIREMENTS AS SET FORTH IN THE DISTRICTS SPECIFICATIONS. . SOUND ENGINEERING AND HYDROLOGICAL PRACTICES. AND ALL WATER APPLICATIONS TO THE SAW CURING SHALL PREVENT MATERIAL FROM LEAVING THE 748 Whalers Way IMMEDIATE SITE AND COLLECTED. THESE CURING LOCATIONS, ONCE DRIED, SHALL BE SWEPT AND SCRAPED Suite 200 Fort Collins 18. TESTING: ALL LINES SHALL BE PRESSURE TESTED, CHLORINATED AND FLUSHED BY THE 20. THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. OF ALL MATERIAL AND SHALL HAVE PROPER AND LEGAL DISPOSAL Colorado 80525 CONTRACTOR IN ACCORDANCE WITH DISTRICT SPECIFICATIONS AND UNDER THE DISTRICT'S SUPERVISION. OFF ROAD STAGING AREAS OR STOCKPILES MUST BE PREAPPROVED BY THE CITY. DISTURBANCES BEYOND Phone: 970.226.0557 UPON PASSING CHLORINATION TESTING, BACTERIOLOGICAL TESTING WILL BE COMPLETED BY A STATE THESE LIMITS WILL BE RESTORED TO ORIGINAL CONDITION. 45. TRASH, DEBRIS, MATERIAL SALVAGE, AND/OR RECYCLING AREAS SHALL BE, WHERE PRACTICAL, AT LEAST FIFTY JOB NO. CERTIFIED WATER QUALITY CONTROL LABORATORY. COPIES OF ALL PASSING TEST RESULTS, INCLUDING SOILS (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE 1230.0009.00 COMPACTION IN THE AREA OF WATER MAIN CONSTRUCTION, SHALL BE PROVIDED TO THE DISTRICT. 21. PRE-DISTURBANCE VEGETATION SHALL BE IDENTIFIED, PROTECTED, AND RETAINED WHEREVER POSSIBLE. MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE FACILITIES SHOULD BE LOCATED OUT OF THE WIND SCALE REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR AND COVERED AS ABLE. WHERE NOT ABLE TO COVER, LOCATING SAID AREAS ON THE SIDE OF OTHER N/A 19. PRELIMINARY ACCEPTANCE: PRELIMINARY ACCEPTANCE SHALL BE ISSUED TO THE OWNER IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. THIS SHOULD STRUCTURES TO REDUCE EXPOSURE TO WINDS, AND FOLLOW MAXIMUM LOADING GUIDELINES AS MARKED WHEN ALL PROJECT WORK IS COMPLETE, TESTED AND OPERATIONAL SUCH THAT THE INFRASTRUCTURE IS INCLUDE SEQUENCING AND PHASING CONSTRUCTION ACTIVITIES IN A WAY SO THAT THE SOIL IS NOT EXPOSED ON THE CONTAINER. THE DEVELOPER IS REQUIRED TO PRACTICE GOOD HOUSEKEEPING TO KEEP THE DATE READY TO BE ACCEPTED BY THE DISTRICT. DOCUMENTATION REQUIRED PRIOR TO ISSUANCE OF FOR LONG PERIODS OF TIME BY SCHEDULE OR LIMIT GRADING TO SMALL AREAS. THIS SHOULD ALSO INCLUDE CONSTRUC110N SIZE FREE OF UTTER, CONSTRUCTION DEBRIS, AND LEAKING CONTAINERS. OCTOBER 2024 PRELIMINARY ACCEPTANCE INCLUDES BUT IS NOT LIMITED TO CHLORINATION TEST REPORT, WHEN PRACTICAL ADVANCING THE SCHEDULE ON STABILIZATION ACTIVITIES SUCH THAT LANDSCAPING TAKES BACTERIOLOGICAL TEST REPORT, HYDROTEST REPORT, COMPACTION TESTING REPORT, VERIFICATION OF PLACE SHORTLY IF NOT IMMEDIATELY AFTER GRADING HAS OCCURRED. VEGETATION EFFORTS SHALL START AS 46. SANITARY FACIUTIES SHALL BE PREVENTED FROM TIPPING THROUGH THE USE OF ANCHORING TO THE GROUND SHEET PROJECT COSTS, AS-BUILT DRAWINGS AND RECORD DRAWINGS. FOLLOWING RECEIPT, REVIEW AND SOON AS POSSIBLE TO RETURN THE SITE TO A STABILIZED CONDITION. SENSITIVE AREAS SHOULD AVOID OR LASHING TO A STABILIZED STRUCTURE. THESE FACILITIES SHALL ALSO BE LOCATED AS FAR AS PRACTICAL 4 �f 2 24 ACCEPTANCE BY THE DISTRICT OF THESE AND OTHER DOCUMENTS AS MAY BE REQUIRED PER PROJECT CLEARING AND GRADING ACTIVITIES AS MUCH POSSIBLE. FROM AN INLET, CURB CUT, DRAINAGE SWALE OR OTHER DRAINAGE CONVEYANCES TO PREVENT MATERIAL SPECIFICS, THE DISTRICT WILL ISSUE PRELIMINARY ACCEPTANCE. TRANSPORT FROM LEAVING THE LOCAL AREA. THIS CONSISTS OF THE FACILITY BEING LOCATED, WHERE x x \ \ i � F LD Li . / \ �J ( • ' REFER TO MILL & OVERLAY x r ^ \ PLAN FOR DEMO ITEMS \� \ IxL� F � RELATED TO THESE • V _ INTERSECTION IMPROVEMENTS. L ] x - i SEE SHEET 183 \\� \\ o EX. NUMBER 8 DITCH i ����� i REMOVE & REPLACE \ . .• •� ASPHALT FOR OPEN m � '�I I ------ CUT OF WATERLINE CROSSING DRAWN BRB I I EX. TREES \\ EX. WETLAND TO TO BE REMOVED CHECKED I REMOVE APPROX. 1,177 BE REMOVED \ EX. TREES TO '�\ SEE NOTE 5 DAP I L.F. AND 3 MANHOLES OF \ DESIGNED ABANDONED SEWER MAIN BE REMOVED \\ \ BRB SEE NOTE 5 - - - - - � FILENAME --SS 0009_DEMO p.D0 L/c w - _ �........ Cf) EX. GRAVEL ` PROP. SANITARY TO C" EX. SSMH TO ROAD TO BE ` BE BORED UNDER �p�� GOBce BE ADJUSTED REMOVED ` GIDDINGS ROAD w TO PROP. NOTES: �o .....••• �� GRADE (TYP.) ` '� EX. GRAVEL S/ONA1- E� cn `� ROAD TO BE 1. SAWCUT LIMITS TO BE DETERMINED IN THE FIELD BY THE CITY INSPECTOR. ..REMOVED TIE IN POINTS TO EXISTING SANITARY 2. CONTRACTOR TO COORDINATE I , INFRASTRUCTURE WITH BOXELDER SANITATION DISTRICT. \o GO 'I 3. CONTRACTOR TO COORDINATE TIE IN POINTS TO EXISTING POTABLE WATER EX. BUILDING INFRASTRUCTURE WITH ELCO. TO BE REMOVED EX. BUILDING Z w 4. CONTRACTOR TO COORDINATE DRY UTILITY RELOCATIONS/REMOVALS WITH \ TO BE REMOVED PROVIDER. Q � o EX. TREES r EX. BUILDINGS J TO BE REMOVED EX. GRAVEL TO BE REMOVED 5. REFER TO TREE MITIGATION PLAN FOR ALL EX. TREE REMOVALS. SEE NOTE 5 ROAD TO BE REMOVED cn = O Z o C4) ONE �� II Z — I ONE�EX. OVERHEAD ELECTRIC n u 0 TO BE REMOVED � II L '� w ! O Z x � I REFER TO MILL & OVERLAY — Q O/ I U) ` I RELATED 0 PLAN FOR DEMO — II "' EX. GRAVEL I INTERSECTION IMPROVEMENTS. ROAD TO BE I SEE SHEET 183 C/) \ REMOVED 5, WREMOVE REPLACE Z ASPHALT F OR OPEN CUT OF WATERLINE ' ' x LLJ CROSSING0) 0 'l � \' � \ Q \ OVERHEAD POWER TO BE UNDERGROUND. I I' 11 °-' x \ \ CONTRACTOR TO COORDINATE WITH DRY REMOVE & REPLACE EX. 18 j- W CMP CULVERT. REFER TO SS / I X_ Q \ \ UTILITY PROVIDER. STORM SHEET FOR \ x 0 \ ` I REPLACEMENT LOCATION. ' / I I \ Z � \ \ � % SS I I � Ix- Z \ \ "' EX. 21" PVC \ \ SEWER � MHO 3HO MHO �HO MHO 0 MHO MHO �IH Z \ � \ / j \ REMOVE & REPLACE m I ASPHALT FOR OPEN CUT cnOz \ \ :/ / / \ �\� OF STORM CROSSING / W . ID EX. POWER POLES AND UTILITY o PEDESTALS ETC TO BE U' RELOCATED. CONTRACTOR TO COORDINATE WITH DRY UTILITY b PROVIDERS 0 I m -SS T 5S T -55 T 5 --, wv S �' ED _ OHE —OHE—SOH EE= OHE��OHE—�M�OHE�GHE — _� _ m ( \ Is- \ \ �'��17. 7 ® TST, INC. I CONSULTING ENGINEERS I 748 Whalers Way SS\ I Suite 200 Fort Collins 80525 REFER TO MILL & OVERLAY Colorado PLAN FOR DEMO ITEMS-S Phone: 970.226.06.0557 \ RELATED TO THESE JOB N0. 1230.0009.00 INTERSECTION IMPROVEMENTS. \ SEE SHEET 184 SS SCALE 1 200' \ SS •-- DATE •. OCTOBER 2024 200 0 200 400 SHEET II91 SS ••. scale 1"=200' feet 5 of 224 Co Of LLI Ld SHEET 16 All iLL, r - - - -L - - - - - - - - - - � — — S H EET 18Ld C r N GI D D I N GS RD ..---- N GIDDINGS — d — � — — SHEET 15 SHEET 1 9 — SHEET 13 — m DRAWN BRB CHECKED DAP � � � �// / / / ' � / / / / + DESIGNED is I / / i ,yo \ / \ ) I = �'� / II ,,f BRB / / // / // 1 / i 9� /. : •' / / FILENAME w 0009_OVERALL GRADING H EL T 12 fl 0 Q 17 � ,� �� vim, -01' /� / / / / / // I / %�J J - SHEET '0'0- � _ — e Foy °• SH EET 10Al- / I Ir iz - // SHEET 11 / /i / / // SH E E T 8 \ I I y 1 / Ill / / / A r SHEET 9 11 n ,/,// z �j // C ��� w 0 // l r ) //J / // / / // / D a � / / SHEET 7 \ { / � i / �i/ c� � o� ii� � i � � � i : ��' � r � � ��/i / � - a a. ���� i III I \ LLI 74L ZTYPICAL TYPE Ax _ - - - - - — —� — - - - - - - OVERLOT'—' � � � � I1 � , LOT DEPTfi���L-1LL- � I � � � �� � � �� � f f / .� }� MATCH ULTIMATE ® 2.5% MIN FG AT PL 4: \ 1 x ---� ( I( 4:1 SLOP W �� � / r z x � �� �' r / o / rVERLOT 0.0% S 0 EDE x x x — _• I l I III I i ,i. I I / >� / .'''y ULTIMATE % BOW ELEV LOPE m MIN TYPICAL TYPE B Q N OTES: 11 TST INC. OVERLOT m 1. TRANSITIONAL (TR) LOTS DO NO FOLLOW A TYPICAL CONSULTING ENGINEERS I w LOT DEPTH OVERLOT TEMPLATE. — - 748 Whalers Way z } Z � Suite 200 Fort Collins Colorado 80525Phone: 970.226.026.0557 JOB N0. Z 1230.0009.00 LIJ w'I 2.5% CL ULTIMATE SLOPE 10 SCALE 1" = 200' D' INI BOW ELEV�MIN ICL Y m 200 0 200 400 DATE OCTOBER 2024 o0 SHEET MATCH ULTIMATE scale 1"=200' feet 0.0% SLOPE FG AT PL 6 of 224 10' ® 2.5% MI \ a Ir 1 z / F 4998� o 4999 P � / \ o 5 to a o I o 5001 / \\ 03 5; o\ O 5003 � - Ld RAISED CROSSWALK PER 55 O-5003- I DETAIL ON SHEET 224 5006 \ / \ 5007 5008 .. ••d •F yr `b. - ,v.. V. 5006 ♦ i 5.46 w %/ 6�1 ,00 - Doti o 5.43 \ SS I \ rl Ce A v \\\ \ O ®N _ ^ FLINT HILL DR -\ 8 m \ SS \ St 4.67 r p, 6+R, o0 I wo BO \ DRAWN \ v'. , vr. v CHECKED °d•., � • P•� • DAP s o �¢ vs v- "'..._'.,.,'.,....,..... ''•� DESIGNED 31 BRB !• \ \ \ ' .9 \ \ \ \ \ FILENAME KEY MAP 0009_Gradin9 �� \\ o• .: S. LOT 35 _ �_ ' ""„ r r./ ' • \ \ I T.O.F.=9.23 • ��\ �� 0 �? NON-POT POND GRADING AND ' / . ` \ F.G.= 8.56 �J p�PO L/c INFRASTRUCTURE PER SEPARATE I o" oo� '' \ / TYPE B LOT 34 dT_ 33 LOT_ 32 LOT_ 31 LOT_ 30 LOT_ 29 LOT_ 28 .RE•• �JP� �� \ ��O 5002- -PLANSET y' I �� T.O.F.=9.49 T.O.F-9.76 T.O.F.=10.02 T.O.F.=10.65 T.O.F.=11.03 T.O.F.=11.42 T.O.F.=11.42 RN F.G.- 8.82 F.G.= 9.09 F.G.= 9.35 • F.G.= 9.981 F.G.= 10.36 F.G.= 10.75 F.G.= 10.75 G YFE G TYPE B TYPE B 1 TYPE B TYPE B TYPE B >/ TYPE B . ., p LOT 36 b / 1 s O r I I o T.O.F � .. 5.40 I \ \iI" .=9.08 F.G.-- 8.41 \ \P TONAL '�''' •' \ � � y�•f.,jo. \ TYPE B :..;.. y RAISED CROSSWALK PER \ j� \ \ I ^� - - -� h� - -� .��- - - - o00 - - - - �s . - - -_�-\ �o'�- - - - - - - oy'�- - �o- -- - - NOTES �• �• �•' o �• o DETAIL ON SHEET 224-�[/ r:"5.20 \ sv." �`.- _. "- - -�:o: .TP- - , - - --;- "�'- - - -"�.� -- •• � - - . - - ->- �- - p'-.-��'-:r._. � - - >` - . �' 9 v A S • O LID 1 UNDERGROUND 4.22 j r • O a o 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN N r S /'• v •�a I r- s•, o P _ i 'I g: - o \ / P 9•r ° a a ARE THE MINIMUM ELEVATIONS REQUIRED FOR INFILTRATION SEE SHEET 213 \ 4.21 / P Es.Bs. - Q O e. ,; \:. � •. -'. LOT 37 . ` • . : �" ' .� v - \ \ �` <: PROTECTION FROM THE 100 YEAR STORM. FOR MORE DETAILSVE / o N 4.23 p"9'- v' - vs P v � . r''. T.O.F.-8.74 . . :..o ALLEY N �: ":ae,. I, N / - •p a �. , s • e .' r q•s F.G.- 8.07 \ �o ° 9.09 THEMINIM 0 YEAR WATER UM FINISHED OSURFA ETIINNSTREEOTS, 5.40 � -- - - - - - - a '�A - - - - - - - - - - - CHANNELS DITCHES SWALES OR OTHER A � g ? � DRAINAGE FACILITIES AS ILLUSTRATED BY A I v OD f �9 3.91 %: LOT 38 / �o • / r ;.�:. • LOT 27 MASTER GRADING PLAN ARE TO BE SHOWN. ; �P. \ T.O.F=8.48 \•s' \ y:.:" ,. `=: °°o / LOT 10 - � r LOT 13 I �, t- 0 / T.O.F.=9.90 I T.O.F.=11.81 Pa . I T.O.F.=11.87 W 9 S \F.G.= 7.81 co /' >. ' :.. / LOT 11 I I 1 .. . . 9.46 F.G.- 11.20 01�'" 4.19 �� S TYPE B \ n a P / LOT 9 F.G.= 9.23 - r F.G.= 11.14 TYPE B W 2. REFER TO STREET PLAN & PROFILES ON 50 \ to /,. . \,AO TYPE B T.O.F.=10.09 LOT 12 \ TYPE B I : .o;': SHEETS 148 - 180 FOR FLOWLINE PROFILE °♦ ' 1 : 0 4�' / \ T.O.F.=9.71 F. 9.421 _ otL 0°� \ �q'•" T.O.F.=10.09 0. - moo• so 1' >. • q� so INFORMATION. X 6 •fr. S $� \ / / F.G.= 9.04 I o� HYPE _ 9 •'� .� tp S / / / �O YI'E .- Qy �� I �A F.TYPE9B 2 W •� .'. ' \ •P. •- / \ �•� - °'' : �' 3. PAVERS SHALL BE BORGERT BULOVAR OR LOT 8 / rI I ► �• LOT 26 APPROVED EQUAL. REFER TO DETAIL SHEET P < ,� - -I LOT 14 T.O.F.=9.46 - I T.O.F.=11.87 FOR PAVER INSTALL DETAILS. Z ° \"' " •' .o T.O.F.=11.81 F.G.= 11.20 F.G.= 8.79 _ F.G.= 11.14 I TYPE B .O � /•.: .o•• -' / TYPE B - - -�- "" � k �.. 9.65 I � O 01 ^/� (�� (�� TYPE B /� /� {-: STAl10N PER : o \ 6s5' LOT 7 �• ° �• 0• �• o �• - _ �. �>'j\ : °'• s (� e Z PUMP o :/ . \ LOT 39 v , " •6.49\ T.o.F=8.82 I:f•P. LEGEND SEPARATE PLANSET =�.' /\ T.O.F.=7.92 \ F.G.= 8.15 \ \ _ • .' \ - v F.G. 7.25 L __ NTYPE B 7.90 • � \ �r \ `/: r �: I I PROPOSED CONCRETE -I �,Y; - �=� 1 � � LOT 25 LOT 15 I T.O.F.=11.75 I P: O 0 T.O.F.=11.66 I ..�.°•. AF.G.= 11.08 PROPOSED PAVERS / �.;:: \ \ ttOc � F.G.= 10.99 I ` TYPE J 6.68 / bo: . - I co ." TYPE B I� {o : .:o..: I W LOT 40 -I ., _, v:" 'V J - \ \ \ et ''" o- I - k- W - \ / S �. \/ o r � I; • " r�o Q TOP OF FOUNDATION T.O.F. T.O.F.=7.65 .% S \� I '�• .�O• tS6, >},v O• s, TYPE B \^" J v/ co I : k a ,�` tc ' I \ FINISHED GRADE Z d h \ `5.93 I Q: - - F.G. Q ti \ L I \ \ r_NI` s �d • \ / ::, d, / \ \ SS - r _ • (AT EXTERIOR OF FOUNDATION) `1'"�:� o� _ �./'. LOT_ 6 ':"`' I LOT 16 '28.00` I LOT 24 Q = 0 I T.O.F.=11.54 sP�• s0 \ \ / ��":` 5.99 T.O.F=8.02\ >„'\ I ="•. �� . I- - I T.O.F.=11.33 I > 0. I`'. ,''. . " . \ // '� .:•' _ 7.05 \ = I:. F.G.= 10.87 J' / F.G.- 7.35 �.'" « ;' ''' F.G.- 10.66 LOT_ 41 " •" S , I TYPE B \ TYPE B _ I r T.O.F=7.39 tL- - tL - -.1O F.G.= 6.72 110, �5.67 •oro o°� ' TYP E B LOT 5 s.97 \ / \ \ ` \ �_ J I 1 I LOT 23 Q T.O.F.=7.89 \. \ e LOT 17 T.O.F.=11.33 F.G.= 7.22 �y: S \ t __ I• \ / TYPE B S �e s I _ • F.G.= 10.66 I� \ / / -•5.62 \ 6.33. T.O.F.=11.13 I I'•.: .02 \ ,n f� \ r\ \ &. . . F.G.= 10.46 I I s I TYPE B 6 {•:' rq\ \ \ \ TYPE B - :.� - S 1 Y �, �. o'!� . � o•• ' S r/"• \ �S !� 9""\ \ 4..` 'I . � 4.95"-01'•:;/:;. I \woe 8 -79 \ 4 �'"•:•- s,. � p��' �`�000; ". _ ��,:a.'•.��'QIII-:".'�".'."o.�. Y. ',.�tII•.:.= � \ . \IIII , • • Gh.• LOT_ 4 6•, s9 \ \\r\ ,\m o\\\ \ :"\I- ." �� �I LOT-- 18 T.O.F.=10.93 '":•,"♦ 'fP -rL -O mT- _ 2• 2 G.= 6.96 F.G.= 10.26. . . T.O.F-7.63 yTYPE B O TY B T.O.F.- 7 cr_ TYPE B TYPE B.G.= 10.40 LID#2Q 5.74 (UNDERGROUNDmry ry LOT 3 INFILTRATION) SEE SHEET 7 m' F.G.= 6.76 TYPE B ALLEY 0T.O.F=6.66 T.O.F.=10.72. . . . 213 FOR MORE DETAILS LOT 43 LOT 19 h •0 6 " 4987 �'.. •d'. F.G.= 5.99 I �'. \ F.G.= 5 LOT_ 2 \ G 10 0 4988 P .�. I•> �\ TYPE B J Q TYPE B - ..` • p. T.O.F-7.26 Y! s �. \� "j O 4990 4989 5.48 F.G.= 6.59 S 4.. `'1• 0• 9• P'. : " . m " r 0• b R \. tM 499 2 LOT 44 \ - _ I •8 _ 'Is { 4993 4994 O 1 T.O.F=6.40 I *- I.. o L OT 1 _ 1 - LOT 0•? 2 LOT 21 4995 s F.G.- 5.73 I - T.O.F-7.09 5 TYPE B P : '' T.O.F.=10.60 000 �� _ T.O.F=9.78 - - - - - - - - - - - - - - 'I. k I F.G. 6.42 \ F.G.= 9.93 F.G.= 9.11 tL \ - - - - - - - - - - - - - - 71 _ - - - - XI. O -TYPE B \s - - - - - - - - - - - - - - - - - - - - - \- - - - - TYPE B• - - - - - - - - - - - -TYPE B- - - - - 0:1 h / h "J - O k• 6 - A , R i . _ o ;� h "•o �a '.$.• `"..< CONSULTING ENGINEER T 1. - o: / t0 ` _ � ��''• 748 Whalers Way '.° " •:"�.b C m v �� Suite 200 Fort Collins \?O �'S �j OO I � I � k Colorado 80525 O ^Y R 4�• s �/ rob \ Phone: 970.226.0557 O _ JOB NO. �! o" c ® `�'� 5�� o� •� 1230.0009.00 I 5001�O,s IOs�-ooy �O? Ok ` °�°� o - �'� �'� s� �ro"� / 7 N TIMBERLINE RD e g SCALE 1" = 30' 110 1- ti\ O s \� 00 Soon / er A-�• O h• ho $p IL • ?� M \ Ri9!!E! \�•I '"o �- �6+ / DATE 30 0 30 60 OCTOBER 2024 ° - ' - •' •,.'. , . •: .: 'v �. �.' - 'vo. o ... . �'a' a- ". ,•. ��v v� m sr f SHEET 3.81 4.15 P '9 scale 1 =30 - ..' c• d 9 _ o feet , /� � _ d� O tS' P f"% is v - °id 8 v r 4v V- v- r a e' v t� N b •:- V P A O 3.99 5.40 - 5007•� � 7 Of 224 SM SHM 9 N 4999- 5000 m �o - may, 5001 aD � ,� `br, �p� %\ 50025003- top,�► $� 00, RAISED CROSSWALK PER 500804 - - - 5006 ` \ \ \ \ ` > N \\ �' o DETAIL ON SHEET 224 07 5007 0 ` \ \ \ \ \ � 5007 _ 5008 \ ` \ ` z 008 - -50 - LLI 4. cn (n s. s d' }... 9. v" v .. R .. a .. s • • .. - - sv - - - - - - -v A Q V •v` vim. Ld -Lid vCK s <. " ♦ r I- - - - - o FLINT HILL DR cr 0 M o O O• 00 I x00� ?� $p O� - -� - - - - - - - - - - - v s v .. of •> - v • } r Q-+ s' • , ^1 •e4_ �,s 84 8)� ��0 : .46834 `8 .�� 0�� !O? O , I I \ DRAWN '16 7r8.77 I< '� ? \ BRB I8.56 CHECKED L � I LOT 8 : `$� �$^ � \ \ \ I I \ � DAP T.O.F.=11.73 Now h o \ I\ \ DESIGNED \� �• F.GY:-11 06 $ \ \ \ I I BRB 0- '0 o M I \ 1 1 1 \ lot, \ FILENAME LOT 31 LOT 30 LOT 29 LOT 28 0... LOT 10 LOT 9 0 0 $� �' $o \ \ \ I I \ KEY MAP 0009_Gradin 21 T.O.F.=10.651 T.O.F.=11.03 T.O.F.=11.42 T.O.F.=11.42 T.O.F.=12.11 T.O.F.=12.11 O��:� 8, �Q, 1 I \ \ I \ I �> N.T.S. g • F.G.= 9.98I F.G.= 10.36 F.G.= 10.75 F.G.= 10.75 F.G.= 11.44 >> F.G.= 11.44 10.76 IV J 1 TYPE B� - - 1'P '- ra TYPE B �X TYPE B • SOS : ' A•�'� N\ \ r- J I� \ o. ..e. . :• LOT 7 1 I \ \ I �g I PQQ� I / •c�T,I. ' 1 \ T.O.F.=11.73 F.G.= 11.06 �� ' - - '0�0 . o, >�eP - - - - - - �o�� - - - - - �1 " . p' I \ TYPE fi \ � � \ m I IFO��' FUTURE N0. 8 `� � I �'� •. G2 • ...• \y ` Q a . ` • .� • SIGN CHANNEL I \ ONAL E •��', so o`•' •. Oki �s DIVER � `� 1 \ � � � �♦ o: • Y`P ALL • o ALLEY .N ff 9 :o. ,o :O•, •fir . .O.: ..;. • • o . •. •p .�. •A : NOTES v o•. � � I \ I ,y0 �,� , 9.09 �• OHO SRO/ �' �' ,. (°,..' ` \ 1 \ \ s L •A 1 s e '� 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN 1- I -r - - - - - - - - I � �. Q . LOT 6 \ \ I .. 1. T.O.F.=11.73 \ r LOT 13 I LOT 27 Q w I F.G.= 11.06 1 \ I I\ ARE THE MINIMUM ELEVATIONS REQUIRED FOR - 1 I T.O.F=11.87 LOT 11 1 1��: 1 \ \ ` \ PROTECTION FROM THE 100-YEAR STORM. T.O.F.=11.81 v Qi MINIMUM FINISHED FLOOR ELEVATIONS ABOVE TYPE 1 1 9.46 I F.G.= 11.20 T.O.F.=12.21 1 <. 1 :Q` 1 I I\ I \ F.G.= 11.54 Q THE 100-YEAR WATER SURFACE IN STREETS F.G.= 11.14 • TYPE: : J L I YPt B Q • � , Q., -Yi1�E � ♦„Q. � � ' o� �0 1' �°' °O� �e o� °c -�°A •' ♦' ?�' I \ CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A ♦ I I \ MASTER GRADING PLAN ARE TO BE SHOWN. - 1 l LOT 26 9 I 1 1 1 = " 1 \ 2. REFER TO STREET PLAN & PROFILES ON LOT 14 �s•6�: I T.O.F.=11.87 LOT 12 I -� \ I I \ Ld T.O.F.=11.81 1 I F.G.= 11.20 $ T.O.F.TOF=12.21 LOT 5 I \1 ` \ SHEETS 148 - 180 FOR FLOWLINE PROFILE F.G.= 11.14 TYPE B - L \ 9.65 F.G.= 11.54 I ' 1 \ T.O.F.=11.72 \ I INFORMATION. W TYPE B k v 1 •� _..ypF B r• ~ I NI� OF.G.= 11.05� TYPE f� \ 3. PAVERS SHALL BE BORGERT BULOVAR OR 7.J I \ o I 1 \ \ o / v ;�. ti� o APPROVED EQUAL. REFER TO DETAIL SHEET L IN FOR PAVER INSTALL DETAILS. Z LOT 25 1 • • J \ I I \ LOT 15 i �;o:. T.O.F.=11.75 LOT_ 13 o� I- T.O.F.-11.66 1 I.'a. F.G.= 11.08 Q o" T.O.F.=12.01 t,� �7� 1 0 1 e . •, .. No0'" \ w \ 1 I \ \ LEGEND F.G.= 10.99 1 TYPE B = o.' F.G.= 11.34 \ O I -I TYPE B �►� ro- �O A O - 11 '�� f moo• e�, I o ,�W .'o o,�O 'sue �o ; °' , oti �o�oo .. {. =o. .l I \ .� �' $ \ PROPOSED CONCRETE {. J 1. 1 LOT 4 00 \ I �_ Q :'•_J T.O.F.=11.18 \ \ o� o I 1 "I o' e Q _ 51.00 �- ♦ I F.G.= 10.51 $ I \ PROPOSED PAVERS J I LOT 24 ROW 1 `..,.1 I T�PE �� g FUTURE ROADWAY 0. I LOT 16 '2a.00' LOT 14 �/ M o INFRASTRUCTURE \ \ TOP OF FOUNDATION T.O.F. W W - I T.O.F.=11.33 I I T.O.F.=11.54 "o- 1 1 =��.♦`. 1 I I \ F.G.= 10.87 28,00' T.O.F.=11. 4 M ` SHOWN FOR \ D F.G.= 10.66 I �'� '.1. REFERENCE ONLY FINISHED GRADE �/� • I TYPE B FL-FL F.G.= 11 14 1 LLI: O,`ti 6+ w C \ \ \ V♦TYPE ry'� - O J I• L - -4O 8 9 _TYPE 6dL _� J." �: 9• S '. \ F.G. ♦� '.o' 'ts •q w• 'oo Q,> :Q, 'I a I' I \ I \ o (AT EXTERIOR OF FOUNDATION) Z Q I 1- o Q = 0 J I LOT 23 b p 1 I ' LOT_ 17 I t . I T.O.F.=11.33 I LOT_ 15 1 28.00'. I LOT_ 3 N I I I� \ \ $ ` > a I IT.O.F.=11.13 I I'•:. �' •`_o I F.G.= 10.66 T.O.F.=11.60 1 �. I T.O.F.=10.90 1- F.G.= 10.46 .>a':. TYPE B a I I F.G.= 10.23 \ \ I F.G.= 10.93 1 0..�:; ,- h 1 TYPE B , _TYFE J o o I ti6- ojK- 1 1 1 ° � � � " � Q•I •ems... � \ 1 to LOT 18 LOT 16 1 .. T.O.F.=10.93 LOT 22 e T.O.F.=11.35 F.G.= 10.26 I 0. I . I I LOT 2 CD I� < TOF 11 07 F.G.= 8 I \ F- . _ F.G.=^10.40 _I'Y � ':; 'y Q ' TYPE B �° 1 6 - t� I T.O.F.=10.56 �• 0' i S . ♦* 1 �• '�0• 'V' '.a J. I F.G.= 9.89 5.4:1 4, \ LOT 19 1 .. .�y , • :o ..ALLEY 0 • °s LOT_ 17 �� v T.O.F.-10.72 \ .'' �' -- - 9s .0 T.O.F.=11.15 F.G.= 10.05 1 �'' q '. • Oh F.G.= 10.48 ♦ 6 L_ -�, - - - - - - - - - - LOT 1 \ I �1 I T.O.F.=10.29 /' \ I� LOT 20 1 LOT_ 21 Vs LOT 18 I ..AI. 1 F.G.= tz T.O.F.=10.60 T.O.F=9.78 T.O.F.=10.94 I I \ - - F.G.= 9.93 F.G.= 9.11 - j / F.G.= 10.27 \ 1 • U00�•J: 1 1 ' \ I \\\ \ ) - - - - - Tl'i't - - - , - - - - - TYPE B- - - - -�* - T - - - - - - - - - - - - - ' TY;.,., - - - - - - \ \ INTERIM SIDEWALK TO BE o• �" �• - \ ROUNDABOUT I \ \ A - �• �• o , REROUTED TO ` \ o Q WHEN PHASE D .s r .. v ♦.. ., • •. .. • Q • T ' .C� ♦ ��e ._.���� i� ,.1C•:- tom' w�:. -: 4'.:-.- ,- g. a_a • 3®6- - • Q $. ,d. INFRASTRUCTURE IS BUI . � �. .... .. . ... 'off ♦ Q`a r EL LT � r � -.. ' '� 0 •o o I so° \\ `, TST, INC. 5� 6 O -A - 0 I I CONSULTING ENGINEERS 7 6� / N TIMBERLINE RD e O , MG.' oG \\I I 748 Whalers Way •� _ O •� _ o I �1 i \ I' Suite 200 Fort Collins 0• 525 h5 J - 6 2 1• ao \ / Phonoe�r970.2ado �6 0557 / �s sue/' > Ap 80 Nh _ , �' / \ R 1 �' � I \\ \ / / I JOB N0. 4 9:1 w ?`\ 5.4:1 \ \�` \ /� 1230.0009.00 'o m' •b Q SCALE ' - •^ v � V' / 30 - b - Q. 1 v I '•/ a' v 1\ p bg -500T f`o v s e s, ♦ 1-v C� s • � • }- O , ♦ SSA °°- - - - - - - - - - - - - - - �� �R- - - - - - - - - - - - - - - - - � .:4. 7.44 20 - - - - - - - - - �� o� - ��� "'8$�' I 0 a \\ / 30 0 3o so OCTOBER 2024 / scale 1"=30' feet SHEET 7.52 LOT 7 T. I $o� �� / 1 T.O.F.=10.72 I o I. I II // / 3 F.G.= 10.05 1. d LOT 6 tr 8 Of 224 SEE SHEET 10 SEE SHEET 7 N o, 3.81 4.15 v - V• � ♦ d' o .. °.. , s L' 9 I • a' d v' ♦ v P. 'v S Q9 v •� v` d d •S w r °s o' CQ , v Y 0 - ev- a- o : ♦ < d �� • . k. o ' p ♦ g• O - 5.43 UJ 'l �` �- �O •,�. - - - - - - - - - - - �• '� - - - - - - - - - - - - - 1 - - - - - - - - - - - - - o - - �O� y / i I :` .• I /` � LOT_ 30 5.50 � z 0 LOT 1 ..I �� T.O.F=8.35 �. T.O.F.=5.92 ) / cn gj � y F. 7.68 / y LOT 24 F.G.= 5.25 1 �,o:�• TYPE B / �` -00 S Zp C) I; TYPE A I q T- ,� - - - - / eb'? \ F GF= 8.4$ 7.60 �\•. �• •?i9�•" (n w ., 9 T- 9 s.29 ro' / \ TYPE B . v 999 I •"��: ei�� s o`I. LOT_ 32 LOT_ 31 8�..> . ps `�• .egg / °� �� \ \ s 1s16 \ •a I LOT_ 22 '.`�L' 00 •. •� T.O.F=7.47 T.O.F=7.47 .°�� - T.O.F.=10.04 F.G.= 6.80 F.G.= 6.80 LOT_ 29 y / / �° / LOT 25 \ O 9 .. •<.,v F.G.= 9.37 [LD '.,.. I " TYPE B TYPE B I T.O.F=8.37 0.6• �7 - t'�. I. '� TYPE B - o� / \ / / T.O.F.=9.08 .� °.>� �oao : f:.' 1 - ° d I F.G.= 7.70 j / \ F.G.- 8.41 / .��h' ''1 �� : _ ASS ::1 ' I TYPE B O I .;E D '\, i LOT_ 2 I q... :J. .� .q .. LOT 21 T.O.F-6.29 \ Wc� F. 5.62 1 28.00'.. :w h•' �.45 8 l f. r \ - �. 8.15\ \ / o '•� d'.. v\ I T.O.F.=10.04LLI 2/1 �n T YPE A ` ,. ♦�: ' F.G.= 9.37 a _ •?? �° z y / / �� /� �_LOT 4. = I 6.79 6.07 6.07 °6. v ♦o, T.O.F.-9.07 / �: 4�.• d p' • .�` - 1 I �<• OIL- S �' h' -? h. / co �\ F.G.= 8.40 1 `1 I` .< - �: SLOT 28 / -TYPE B / �'' /..� ;•. ' .;;. LOT 20 m $. ALLEY G Cr s'.b ///7/y/ T.O.F=8.37 I \ / _ 2. 0p�r '1' d v /'y \ 8.01 \o % I' / •i ' 0 F.G.= 7.70 / • �\/ T.O.F.=9.95 I ► •' � , / � \ \ '/.' y. }• .���o• •v�P.. _ F.G.= 9.28 k DRAWN :♦�' 18.05 •�• \ TYPE B • o �h d d' o•. ,v ' _ .. \ / I '.' YPE E ��? BRB LOT_ 3 2.OB% a ." - _`` -P,_A'v" v - \ \ / f r0 LOT CHECKED T.O.F=6.29 1 s •.�o♦ / \ / rO d s 1'' F.G.= 5.62 1 \\ / \ T.O.F.=8.93 / �. ,.• ..o • / e♦. d. . DAP • TYPE A ss ` I / �t ✓ '.':`�' / \ \ 0 \ \/ F.G.= 8.26 ` / I LOT 19 1•v I ..1 Y d. / \1 \ O' o :o DESIGNED l T.O.F.=9.76 7' 6' 5.83 / \ \ \T�S� / _ Ig F.G.= 9.09 0- BRB _ 27 5.83 / /� o. '1 °r TYPE B- LOT h •� 00 ' gti s� s. h• \ \ F c.F 7 45 \ !' / \ \ \es / .' I .. LA .. O• �• O FILENAME N o ti O - / \ A `.�z:; KEY MAP 0009-Grading TYPE B / 6•°�i- LOT 28 •� �r y �• \ \ / / \ T.O.F=8.72 / / � oo { ' Q I LOT 18 q' N.T.S. i I/ T.O.F=9.50 O �'1; .' I' ol. / \ \ g7 \/ F.G.= 8.05� / / > �:d ' �` L_ / 6.\ 6, .. / o --TYPE B y /' .a F.G.= 8.83 DO L/c Q I .. LOT_ 4T.LOT 26 \ •?�/. / // f \� 7.54� // f• d / t✓ : . = 60� \`APE 'S�' •S .• �Q�P,..... w T.o.F-6.03 s.e.o'h \ _ / F.G.= 5.36 1 ..,.�P ♦ / \ F�F^7 82 / / / / >. �• 4 PQ� G� l: .. TYPE A 1 �; \ TYPE B / / �y�l• LOT_ 29 \ /. / ;� �f _.. I LOT 17 1 1 /q. • \ \ / T.O.F=8.46 \/ ♦''. / A ": 1 T.O.F=9.24 F.G.= 7.79 / / /. L - -- �- - O - - - - F.G.= 8.57 ti'` 'S? v� ' '1° b / 6• S / 9 TYPE B ;/ �1° ro YPE %. LOT 255008 /ON&Er\ , I T.O.F=7.66 (RAN �; . �' .;,�.:.�� � � / � \ \ �/ � �, >.�:. ' o 1 F.G.- 6.99 < _ _ ALLEY S f GARDEN) j,.%T \ / ,: 6•�.. o��.. 1 \ TYPE B / O� LOT_ 30 \ �. - .. j. SEE SHEET y c,• •� NOTES �L / - e ALLEY J ' '�..' :a a /\ \ T.O.F=8.25 / a,. .. •. LOT 5 0,�, a '1 212 FOR �:� q / / \ \ / F.G.= 7.58 d -. ° -. '1 b T.O.F=6.01 I MORE \ 6.5� TYPE B- - �: c� \ u e ♦ s ♦ ;moo, 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN ° F.G.= 5.34 1 w DETAILS ,�0 \ ��/ / \ \ .� Oh .� - .�, - .� .o ° I= d , j d LOT_ 24 7.12 y v ? - - - �- O- - ARE THE MINIMUM ELEVATIONS REQUIRED FOR .�• S� TYPE A/B J '•o ' r • k• \ T.O.F=7.43 \ \ • I ,Q' �.o f' J :v,• \ - / / I \ \ s �. / 'R ��� ��� PROTECTION FROM THE 100-YEAR STORM. \ F.c.-�s.7s / \ •� :/ : -,. / 6.85 ti6 s j0 �\� yo MINIMUM FINISHED FLOOR ELEVATIONS ABOVE .o � ` d .. l Q \ TYPE B / Z / 1k / LOT 31 \ /' �. oo� ,�. ,�. '`�" ,' 4.85 / "' / \ \ \ / � �' / h• - / l-� LOT 12 y o' \DSO THE 100-YEAR WATER SURFACE IN STREETS, I / T.O.F.=8.04 / psp. O� DITCHES SWALES OR OTHER A k 4.56 •. .. ' / \6.29 Q / - . , CHANNELS T.O.F.=7.57 ' RAISED CROSSWALK PER �� = dl' •~q ' S Z / >. \ / �:: / b, LOT 13 LOT 14 LOT 15 LOT 16 DRAINAGE FACILITIES, AS ILLUSTRATED BY A ' q 1 O �:> ? �g • 4.75 .. d:.. k \ LOT 23 b•. / /Z TYPE B < . / F.G.= 6.90 - DETAIL ON SHEET 224 k -- Q / \ \ / /:•�J• T.O.F.=8.18 T.o.F.=8.3oIT.o.F.=8.42 .42 MASTER GRADING PLAN ARE TO BE SHOWN. O NO A k• \F . k• I . :, : \ .. / / TYPE B T.O.F.=7.21 \ 6.88 / I I 1 v .� '` `�',1. 2.46� /: F.G.= 6.54 : o.. / � 2 / q \ \ / /• >.�•.. ... 5.89 F.G.= 7.51 F.G.= 7.63' F.G.= 7.75 F.G.= 7.75 93.82 1 �2•46'/ C� •.y \ / (TYPE B TYPE B TYPE B tTYPE B !� k'\ as/`` /.. x TYPE B\ 0 LOT 32 \ �� 2. REFER TO STREET PLAN & PROFILES ON - y SHEETS 148 - 180 FOR FLOWLINE PROFILE ►.• 1 4 3.82 S '� : h S �v. 6 65 / ��. / r1 \ 6 ..?F\ \ T.o.F.=7.80 / J '4999 1 °�° -F2.46 3.84 / \ ` k� / RAISED CROSSWALK - F.G.- 7.13y �'' ''' •° �� _ _ INFORMATION. LOT_ 6 h r- 2.461- / \ s TYPE B /:. Q• . / LOT_ 11 5.7s k S o •: T.O.F=5.96 I,'•3.46 3. . / \ \ ?? 6.�,/ / PER DETAIL ON \ ( / / • ` ' 5.74 T.O.F.=7.57 0 °� ��O 66.00 ROW F.G.= 5.29 I <,.a k• SHEET 224 ��6.68 \ _ / / .;. ; % .' 7'� ° 3. PAVERS SHALL BE BORGERT BULOVAR OR -,�E B •�. : k 'r \ LOT 22 \ \ /. \ Fi6.46.90 , DETAIL SHEET APPROVED EQUAL. REFER TO T.O.F.=6.67 / •y`•ti LOT_ 33 \ / W FOR PAVER INSTALL DETAILS. Z .'.♦I i. a,, / j \ F.G.= 6.00 x / . 4 \ \T.0.F=7.60 \ // LOT 10 ' 36.00' 0 g $ 3.46 / TYPE E' S ./' ' -O ry0 Oj SR .o q' �N N 3.46 . / \ - �� � iir F.G.= 6.93 •5.56 T.O.F.=7. w O "� 5.12 v W FL-FL 0'` '` 3.81 • '.o \ \ TYPE B� / / II l ;�.�. / 5�5 �� A � F.G.= 6.73� �Y \ .. V7 LEGEND • '°,yk � q �•. . 3.Ss' k• r�/\ LOT_ 21 \ \S PROPOSED CONCRETE 3.88 \ T.O.F=6.67 / 6.12 / 1 > d 1 F.G.= 6.00 / d / \ �' .,/-• 'id< • / / 5.29 9°� ►� •�, - 4.2i. ° LOT 9 egg ,a LOT 7 1 �' /° ° / \ TYPE B / 4g l .:. l ` LOT_ 34\ \ %' v h• \ T.O.F.=7.16 ` Q • o k•., / \ - 3 \ s 4.87 \ ` .. 4 h� - PROPOSED PAVERS Q J T.O.F.=5.89 1 e / /, 8 ' . \ T.O.F)9 \ g ♦. F.G.= 6.49 0.9' F.G.=e5.22 �• '1 "J /'\/ 5•� \ A S�'00 RO / / \ F.G.= 6.42 h� �. . TYPE B, r� T1„dude . 1 �:. L . k'`r .e Iy y TOP OF FOUNDATION T.O.F. m q.' e $ O,- ' \ \ LOT_-20 \ s . 280 \ -TYPE B\ �e ♦SS 4 F 0.F 5.88-� � °� \ \ \ O S ' \ / 6.12 \ 28Ono 5.76 o FINISHED GRADE F.G. I o �• , 6+ �/' TYPE B\I \ S / ° (AT EXTERIOR OF FOUNDATION) �/! Z ♦ ' • '� / \ / / y LOT 35 \ �p CO RAISED CROSSWALK PER Q T.O.F=7.04 LOT 8 DETAIL ON SHEET 224 O \ ti. •V. T.O.F.=6.73 .- o �'e \ q:: k• \ LOT 19 \ v.. \ F TYPE6B 7 / /•. .: . '•': :., 4.16 yv - Q .8 `r�� F.G.= 6.06 / $ ,� •�.' I e`o," T.O.F.=6.36 / \ 5.92 \ / .� 1 5.71 /PE '3 �9 / 5001 LOT 8 1 + };l ' ,d' F.G.= 5.69_ I / \ TYPE B\ I A 1. / 8,0 :1` 1 T.O.F=5.61 y LOT 36 \ �. 'F.G.= 5.61 , '< \5.2� / / _' � ./ .•:., ^/ LOT_ 7 �\ -- 1 �/ y A / / \ T.O.F.=6.84 7t / T.O.F=6.63 3.85�Rp Z 1 LOT 18 \ '??A F.G.= 6.17 KF.G.: 5.96 / R 1 ; _ / /� \ TYPE B_ / / - 5.5. a y FINAL PARK 3.96 ; 1 N � . . .: ♦ d�' T.O.F.=6.19 r / \ \ - . 4�• o ' / � i 1� �_ � � \ O I s, ..`q . l 5.72� _ GRADING DETAILS TO O :1..'..hyti A � .!jS ♦ < \ F.G.= 5.52 > / / \ / / ' / f: ? �. TYPE B\ d / � \x, /.IV '°• '� ->- LOT_ 6 / BE PROVIDED NEXT 4.56 ROUND v ev� °. � o. •-•�o � � .. e..., a // \ .� � � / � T.00.F.==s.64 1 \ ? / .'< A� F�.F 5.82 / S'° R h \ Ap / / \ "\ �. o 5.44 I Oy. \ TYPE ." / ... TYPE P, / �• d 5.52 LOT 5 4.44.♦-. / ��p , p '� LOT 9 1 ♦ ..rA =l : \� LOT 17 /�, / -r \ •sR . A T.o.F.-6.36 / °° 'Tt - •a .. / / y \ / •6+ F.G.- 5.69 ,� T.O.F.=5.45 1 �o` 3.26 ��. 4.07� T.O.F.=6.02 d . / / o'• / a: � 6' TYPE B_ / o I F.G.- 4.78 ♦ F.G.= 5.35 TYPE B :. /•� q.. / \ / / LOT_ 38 / / / \ _ vi \ YC t / T.O.F-6.W' �... ro / 4.62 - i F.G.- 5.77 - - / 1 \ 4.84 AA ' 4: � 1� I_ / AA JJrr COD) S �/� TYPE B _ �s -v. I � � 9 Ts. / / '\ - -? l ,y i ,A 1. l 0 OD 0 OD o.s3 LOT_ 16 y ; / / LOT_ 4 T.O.F=5.54� ,� / q T.O.F=6.46 �o v .>.. .. : = / 4.33 F.G.- 4.87 � . �< ' F.G.= 5.79 >- o .q � 4 .2 I 3.12 2 1' ro 5 TYP E B v'• o' � TYPE B 1•d <a d. O +O e a k _ 1.24: a� LOT 15 '/ � � 3.36 :1 3.82 a> s< ao AlT.O.F� 5.14 rn `ALLEY F a . / � . . •o :I' w k . I k• .� �:' F.G. 4.47 1 . , 5.33 J M /I� , y I 2.84 TYPE B > > 3• / I I < h S _ ? _ ? ea M.. / , / -�� 1 Ae� •I. d I LOT 3 - � • `° ; de S , I p .S, ro / 4.82 � •S? _k� �•..d. ♦d h � F.G.= 5.58 S ♦ � I °° I LOT 12 / k•, TYPE _ •�� ~ - DLO 14 M� ' C 4.83 -_. ;.o.'. ° 5.18►� � vy. LOT 11 T.O.F.=4.11 \ / j. 1 T.O.F.=4.01 T.O.F.=4.80 / LOT 39 4.84 F.G.= 3.44 S *' q. -- w. .. 1 LOT_ 2 y*: F.G.= 3.34 TYPE B \ 'sr�, F.G.= 4.13 T.O.F.=5.74 I �; T.o.F=6.10 I g0 LOT 10 TYPE . TYPE B / / : F.G.- 5.07 \� I m L. I, _ �'• \ LOT_ 40 LOT_ 41 LOT_ 42 Q ; o F.G.= 5.43 S cP .'• T.O.F.=3.90 /-1 ' / / . o TYPE B T.O.F=5.75IT.O.F=5.75 T.O.F=5.76 1 ! ..de. ,y9 Y�'` g93.07 •eS >.. .,, . < , ham' F.G.= 3B �0 / o F.G.= 5.08 F.G.= 5.08 F.G.= 5.09 a 5.00 2.89 _ � � °• �` TST INC. o / TYPE B S I �,vLOT 13 \ y y / ° N d.. :1:. , > :' OQ .R q ''-r T.O.F=4.36 a°� \ _-YPE 155 TYPE B TYPE B M .r ' CONSULTING ENGINEERS ?� F. 3.69 �.� / tiry y \� 1:. M 1 LOT 1 .. . -.. I `5000 J 748 Whalers Way I S / 1 T.O.F.-5.92 2.82 �• I TYPE G �`� / q 1 : g I F.G.= 5.25 n Ii RAISED CROSSWALK PER suite 20o Fort Collins Colorado 80525 TTAN �h� N / 1 0, �y •\- (1'i �- �.S .792.98 ° DETAIL ON SHEET 224 ` '�• c� cl,. �,. �j / 0 �` h 1 S • ti Phone: 970.226.0557 N ..k a►..�- q, JOB N0. v q O 0 m 3 k '•.d 1230.0009.00 \ 'R >. •� \ 1p N �! �. ? k �, rp A SCALE /R�' ?oo �2 / c %� moo`' O� �, espy LID#4 (UNDERGROUND �`� -? ��' O�-`�o 4 92.92 , - moo- / co ^ - ) - ti - - - 30 0 30 60 DATE OCTOBER 2024 o� INFILTRATION SEE SHEET ` LONGWOOD DR ko oO o M 214 FOR MORE DETAILS �, p° ►��,\ m1 O� N �p ?` ti 3 ?OS ,50� scale 1"=30' feet SHEET �? 9 of 224 SEE SHEET 11 SEE SHEET 8 N " 4.9:1 00 5.4 \` ----- • v:-•�- ' •� - O O v 1\ O �v \ �d 5007 O .. ). �t ° ' 7.15 o O. . M o o O o �- '�� •�A -1�� 7.44 '��?O sa�� p �O s - - - - - - - -- - - - LOT 7 I T\N," I g /' / \ o 1 �\ T.O.F.=10.72 I 1 ,,� o cnLOT 24 F.G.- 10.05 LOT 6 ` v` Of T.O.F=9.08 � ro �8? . '. ,y�, TYPE: B �0- �O I T.O.F_=10.03 `\\ \ / / O F.G.= 8.41 7.60 ^� �� '� ` O' O S <. I F.G.- 9.36 �I /' /� \ cn o W TYPE B °�.. I TYPE A- F.G.= , > LOT 22 8.16 � -77i a o; I LOT r^5, - - - •s T.O.F.=10.04 T.O.F.=10.72 LOT_ 25 \ O . F.G.= 9.37 F.G.= 10.05 A r 0• SS •4 \ I / TYPE B -.��L y0 O. TYPE B c9 0 i3� F.G.- 8.41 •1 �� '� I' I \ TYPE B LOT 21 51.00' Row LOT 9 8.15� / :v T.O.F.=10.04 I ' . .:;.1 I LOT 5 w \, T.O.F.=10.71 o •/ ,. '�'\:. 10 F.G.= 9.37 p F.G.= 10.04 l • ,�. I T.O.F.=9.78 a - -� �O ��e L B a : F.G.= 9.11 \ \ \ e LOT 26 \ :/ �• �- ,� �: �• T •sue P f I TYPE A T.O.F=9.07 _ 4 �;,.o . \' v 28.00' •off •01. 1 1 \ F.G.= 8.40 / o. .',: ca. -TYPE B '/' _.:�.. .: a:°�'.� . ' �sr �I LOT_ 20 -FL LOT 10Vk m / T.O.F=9.95 _ I.=10.59 ' �• I / /, !•\�`o : •' ', I F.G.= 9.28 - � F.G.= 9.92 l �•�, , I 1 1 ` DRAWN r • . :: BRB o: .�. a �.�? b`.ti TYPE B Ss . J.�. :�' 1 '�. FUTURE NO. 8 DITCH I _ 27 / . w $.�.. I I / DIVERSION CHANNEL 1 CHECKED _ I 1 I DAP =8.93 � 1 , .Q �, . I LOT 4 LOT 1 1 T.O.F=9.37 8.26 � / •. , : -,L:o I LOT 19 Z ' � � � 1 \ = B / T.O.F=9.76 J T.o.F.=10.36 - 1. F.G.= 8.70 j / Q s \ DESIGNED 80� s• _ F.G.= 9.09 0- o O F.G_.= 9.69 8 � .; : �Clj`sl: I TYPE A \ 1 \ BRB / /• • / �-.. > �� �h •`q0 O P' 1� IY e '1? . .'�. I \ 1 FILENAME v e�A % • �. .. l 1 ��s_ I' / s ' \ KEY MAP 0009_Grading L ; A. Q � � O v' 1 LOT_ 18 o _\ LOT 12 1 R� I'4 �• �� \ \ N.T.S. / / �: T.O.F=9.50 ` T.O.F_=10.07 • i 0 L .®r '• ,y F.G.= 8.83 ) �- F.G.- 9.40 ,r . Og "� .S h TYPE B . l • �. I" �, A Ise oa. I ` \ I �',• QJP�' Q� \ /� • . I 4 LOT 3T. �s s 1 :. 1 F.G.= 8.29 \ G S LOT 17 LOT_ 13 'C. 1 -YP_ a 7 28.00 .� _ T.O.F=9.77 O: "lip• I T.O.F.=9.24 �.57 _ 910 IV I �o•, .. :o • / \ \ Q �Q� �1 !V / �• . C.0 F'TYPE83 - 5008 TYPE B 0 ° •6+6, .''I 'y \ •....• G y /o E� � ' .: ;} d•. .•�� _• .o., •:.` ice ' .,�� � ,I: .. '�� .y. .8; \ O I \ r� �4999•... � _ 6.. . :,. 1.0' ALLEY J •s LOT 14 . cr q:•. - ... • soo 0 \ NOTES ALLEY J.� < T.O.F.=9.48 \ J. �.. . `�:;\" ate..• :N F.G.= 8.81 ,� j 1 `{ •vim ry 1 �\ I •, 1 LOT 2 I 4.6' ( 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN b+ •� •�� \J O� .55 \ \ \ \ •�9? rah : 56�� - e�6;\ - -��_ 'Oo- 6�0 rO' e 1 1 F.G.p 7.ss `° l \ ARE THE MINIMUM ELEVATIONS REQUIRED FOR I •Rf• I Y A o\ 'Fo PROTECTION FROM THE 100-YEAR STORM. LOT 15 s ` 1 6� o = •�\�"� MINIMUM FINISHED FLOOR ELEVATIONS ABOVE AS / 6.85 ti S b T.0.F. 9.19 / •s / �, LOT 12 y �• ^� �•�� �1- F.G.= 8.52 THE 100-YEAR WATER SURFACE IN STREETS, c , ro• TYPE B- •��i < o s. . .�.. 111•�1• Ros '' ` ` 1 CHANNELS, , \ \ DRAINAGE FACILITIES, AS A ILLUSTRATED EBY A T.O.F / 4j 9. F.G.= 6.90 LOT_ 13 LOT_ 14 LOT_ 15 LOT_ 16 • \ MASTER GRADING PLAN ARE TO BE SHOWN. � _ / T.O.F=8.18 T.O.F=8.30T.O.F=8.42 'T.O.F=8.42 1 A I I \ \ LOT 16 /,,r •� �•.•'. 5.89 F.G.= 7.51 F.G.= 7.63 F.G.= 7.75 F.G.= 7.75 _ o y (TYPE B TYPE B TYPE 3 tTYPE B T.O.F.=8.89 \ \ 2. REFER TO STREET PLAN & PROFILES ON v: \� �v I .. .' a: .' ,� 1 F.G.= 8.22 • 1 \ \ SHEETS 148 - 180 FOR FLOWLINE PROFILE .� �4999• 6.65 / / / ` 5.56 '�`.�� TYPE B �60 6'i9 d LOT 1 ) \ \ I I s • I I T.O.F=8.15 \ \ INFORMATION. LOT 11 5.79 0 S 5.52 �I' I F.G.= 7.48 . \ 5.74 - '� 0 0� 9 I \ T�T.O.F.=7.57 h• �y h• �,. ��� / /� •:.I I TYPE A hcP 1 \ 3. PAVERS SHALL BE BORGERT BULOVAR OR F.G.= 6.90 •:•o LOT 17 , / �.16.48 B / 5.45 � . _ 1 6h : I �\ 1\ DETAIL SHEET o. . / o .,: �� \ APPROVED EQUAL. REFER TO T o F� 8 68 / l l ass s� \ FOR PAVER INSTALL DETAILS. F.G 8.01 ? 1 \ \ z , TYPE B j - - Oo� �OO�' 4.27 \ LOT 10 s s ro• . �• 00 - \ 5.56 T.O.F.=7.40 v.. • o ' •o �, \\ I \ \\ O f - 1 \ \ \ LEGEND CO) F.G.= 6.73s ' �, � o b.' - � e O�• � � v•` // S�, y. S •SR ��SQOO p? •?�, / o o Sp 1 \\ \ \\ \ PROPOSED CONCRETE � Q a ..' LOT_ 9 5.29R " k9c9 _ •A� _ _ \ I \ \ J � 00 `'' ti� �� MIDDLE FARM WY op ep •N; \ PROPOSED PAVERS Q h• T.O.F=7.16 / 1 \ I 1 0. F.G.= 6.49 \` / k�. \���/� S 6' / �j0 O` A 00 .: s TYPE / v' o �00 � �� ram. v \ \\ / TOP OF FOUNDATION T.O.F. W /\ spo s � \ \ 1 FINISHED GRADE CO / , v v' • 1 0 o s.72• s LOT 6 \ F.G. - ss • � o" o'� _ \ v \ (AT EXTERIOR OF FOUNDATION) Q RAISED CROSSWALK PER a ? ro• ss s �• - -o \ W /� LOT_ 8/ 4s2, DETAIL ON SHEET 224 ' ` FO F=857 i 1 \ \ 1 Q LOT 9 �� I � .. Go . I� I TYPE A c. . \ T.O.F.=6.73 a• 4.16 T.O.F.=8.51 I I;` : 6' 1 i a�0 : \ _ \ \ F.G.= 6.06 001 _ <. S` � ') : Ro \ \ Q 5.71 TYPE B O 0 5 I F.G.--7.84 �. 0 1 i N Zj 1 \ r \ W �o o� YPE ho s -f ,M c$ �, \ \ Q LOT_ 7 R I 1UA 4.s9 0. I •? LOT 5 1 \ \ \ Z A 9 7.03' -n T.O.F=6.63 3.85� oR LOT_ 10 I j �� 1 I T.O.F.=8.24 G.= 5.96 / '.' LOT_ 8 LOT_ 7 Q 5.57► > FINAL PARK J T.O.F=8.55 \ F.G.= 7.57 4.83 \ M p`L F.G.= 7.88 O'S e0 w7 . I T.O.F=9.218?O T.O.F=9.21 9 ` \ TYPE A, 1 \ \ T _ GRADING DETAILS TO ro• TYPE R1• � '�';9;.• JF.G.= -� - •9 �' I 8.54,� '� F.G. 8.54 LOT 6 4.5s / BE PROVIDED NEXT , 1 Q TYPE B �� TYPE B o 9\•.: - o\ i \ \ \ W T.O.F=6.49 - / `S1.00 ROUND \ 1 L : '. `f� �� 4 4;1 ' \ \ .44►�G.= 5.82 RD LOT 11 I S , •" \ o .9�� \ \ TYPE B I / y' 28.00 Op \ LOT 4 N \ \ \ T.O.F.=8.54 1 1 O > �:..' .. 9. I o , F.G.= 7.87 _ J • T.O.F.=8.03 / O ! \ \ W x > ` 0h TYPE B �� 1 1 e. \ F.G.= 7.36 4.61 \ LOT_ 5 4.44.: 1 g• ? d . 28 / i90 y -�- 1 � � > TYPE A_ � �O�iO�p�iOO o�n T.o.F=6.36 ��oo� ;:�• :�, / �4b �O - - - -� ae • ` \ i 0 \ \ \ F.G.- 5.69 A _ �• '�• - ��+ . \• \ I po TYPE B, LOT 12 I d' �� N1 \ \ \ T.O.F.=s.53 : ,� F.G.- 7.86 '�: d. ' , LOT_ 3 I . a \ \ o" I \ 4.84 - TYPE B •6+ •? o - � 6.59: T.O.F-7.81 \ \ - Y ,\ �1 \ l90 v - 0 4> - d• - •o .. a:�'• F.G.- 7.14 \ i 4o:�- °' a . . s g.v w _ \ \ TYPE a I 1 \ \ \ I J \ LOT_ 13 I, : e� •� . 5.79 T.O.F=s.52 1 L: P .5.� - - - '� - - - 'fig- - Off^ 1 �o F.G.= 7.85 I. .;, �,\ o., �� A 0 3.36 ro• - O,Er? , \ VI-4- LOT 2 •, . T.O.F.=8.00 0,• 1 `y O J \ I ? \ ` �\ ` F.G.= 7.33 .33 � ? o". �_ LOT 14 TYPE i . LOT 3 T.O.F.=s.5o \=` T.O.F.=6.25 Z _ \ \ \� : \ -0 iA• �� 2.7 F.G.= 5.58 / • _ :': ,y F.GYPE7B 3 S , .• ' TYPE B •'9j, Oip Z .18►E- m LOT 15 I LOT 17, LOT 18 LOT 19 .o LOT 1 LOT_ 2 O -- 1 T.O.F.=8.65 T.O.F.=8.65 T.O.F.=8.64 \ T.O.F.=8.00 3.10 2•72 T.O.F=6.10 I A �O �/ , T1_*1 .O.F.=8.62 l • F.G.= 7.98 F.G.= 7.98 F.G.= 7.97 \ �' \ F.G.= 7.33 �• �h TYPE B TYPE B TYPE B \ • \> . O F.G. 7.95 0 > - . \ 0 2 00 TYPE B i 6.59 'y F. 5.43 \\ i - s . 17.69 < TST INC. .00 > . 2.89� .. w• '� L - - v v.r -� 1: oA ///� •?S �• \ CONSULTING ENGINEERS LOT 1 LOT-16 \ s.o2 \ ��� o�5s1 / ;a 748 Whalers way J T.O.F. 8.61 T.O.F.-5.92 9, V Suite 200 Fort Collins F.G.= 5.25 RAISED CROSSWALK PER F.G.= 7.94 LI 5so '�• i \ :' l pYP : 2.79 2,98 '. TYPE A - O S / DETAIL ON SHEET 224 1 s.10 _ O 2.42 Colorado 80525 Oro S 6'S 0� S s. o O'. Op S ro'� \ 2.42 \ Phone: 970.226.0557 : . "!C JOB NO. s. vo , 1230.0009.00 b I •.� v.. v R 5.04= / SCALE „ , •00 ono 'b�� > �'o cr 8 I\ \\ 1 = 30 h O' v• h - A 3 0 ti e M LONGWOOD DR �• o •o \ 500 O O O �, ., DATE 5 c - /5 67 m o 5001 \ 30 0 30 so OCTOBER 2024 ?s 003 ?o O� o rq O -� Sri- :�' >� o \ S �j d o� 6.04 / \ scale 1"=30' feet SHEET I 10 of 224 SEE SHEET 12 SEE SHEET 9 N , v < . -� ? N y O _ O �\ �N °° ?00 Flo? / b j0 o`' ?0� �e0� LID#4 (UNDERGROUND j LONGWOOD DR 92.92 , � - � � � / O� � � � - - INFILTRATION) SEE SHEET � - �° �o ? 214 FOR MORE DETAILS , ? soo3 ' ? �• \ I �• ti ,`'S� / ' l? O) N •sue •O� 'S� O 0 0- •9 4 w W W 3 N v• v ` v s' •1 0 v' 9. AA v 9 W • 4.0.1 0 o 1.91 2.01 o u� / °� L - J '� ) •?? w i ® 1 9. 7 2.04 '9.Oo ..�.I � $ � / o. 07 top 00 92.77 °f 1.89 1.92 • > \ O t� t� '- t�s t� R• R i` I� �6 •'� �� •?sue •?s •8A �� � �' �Rp ti`•'O ' O� I LOT 11 - o"� I o N • 4.21- LOT 15 LOT 13 T.O.F=5.47 �� w _ _ F.G.= J'- \ LOT 28 LOT 27 LOT 26• LOT 25 \ I ,.. / T.O.F. 5.6 9 T.O.F. 5.61 = 4.80 O r q,57 y 4.75 4.75 4.61 4.34 4.17 �' 4.06 - - - - o 1 I I / F.G - 5.02 F.G.= 4.94 I TYP E G h , f T.O.F.=5.38 T O F.=5.57IT.O.F.=5.72 'T.O.F.=5.72 I� r o S . 1 • s?I LOT 141 LOT 12 F.G.= N s T:o.F=5.52 LOT_ 9 LOT_ 8 LOT_ 7 LOT 6 LOT_ 5 LOT_ 4 LOT_ 3 LOT_ 2 LOT 1 �sa8.. TYPE B ,n E TYPE B TYPE B� 1 T.O.F.=5.69 $ T.O.F=5.42 T.O.F=5.42 T.O.F=5.49 -T.O.F=5.67 T.O.F=5.67 T.O.F=5.53 T.O.F=5.26 T.O.F=5.09 T.O.F.=4.98 ' m II I � _ LOT_ 10 = _ - - - - _ _ - F.G.= 4.85 F G. 4.75 F.G. 4.75 F.G.- 4.82 I - - _ F.G.- 5.02 \/ Y� B .O.F=5.47 I F.G. 5.00 F.G. 5.00 F G - 4.86 F G. 4.59 F.G. 4.42 F.G. 4.31 , 4.77 YPE 'B 4.69 ` 4.60 4.52 F.G.= 4.80 TYPE B� TYPE B TYPE B 6� 'TYPE B TYPE B TYPE B i\TYPE B \ \/ S I\ / . ... _ TYPE B J( / I � DRAWN BRB dolor a; / �`�' 3.85 LOT 16 y - ;�I T.O.F.=5.90 °� - �,1 �9- - -►�01- °�- p� t� �1K- - - - �� - - - - .y'�- - - �r0- - °�- - - ���/\ �Ot- - 6�L- �t� ` �L�� �jt� �1- - - �J- - - - O-� -t� CHECKED • F.G.= 5.23 "r j 'S• 'y 'S• .y.,, '►j• -y �y �`I / "�• �L' rL• 'y' `�O DAP L v� TYP - - - -:�.- 2.52- _ .. 1'a ✓" O e- V , s.. - >d' . . I97 .1� .•,.. v .. s� .. • �. .., .. .. � � .v'' ..v .^:. • .� av .�:. a �t ' y I� I \ •?�. O ��� tiry . 'ALLEY D j. BRB • . . 9 .. o . s"� ' FILENAME LOT 17 /, ..9 .. " :. ': a - " � -° . �- -� 4.98 ,. ... o .. N 9 . I 47 / o .. . 9. ' Oc s"9. - .ALLEY E v�. ;x• 9` e v T.O.F. 6.02 'v s v v u s � 9 �' KEY MAP o009-Grading � . 0 9 ti� o aa o v V - P h/\\\_ c ? 4.09 F.G.- 5.35 vo •..9 0' .f9: r A ' -� � N.T.S. 'TYPE B � �> U' U•> LOT 18�5.10 •'� L C 0 36.00' 3.35 3.49 J T.O.F-6.14 n •6 Ft-FL e. `� / F.G.= 5.47 / .:... �j / � �? LOT_ 21 LOT 22 LOT 23 LOT=24 LOT 25 LOT 26 _ I ��•..�•. P� N / 5.27 TYPE B /�"; ,/ / / / ` `9� T.O.F.=5.35 T.O.F=5.35 T•O.F.=5.23 T.O.F.=5.08 T.O.F.-4.93 T.O.F.=4.81 \ ' T.O.F.=4.61 .y' V;• Q�� G�� / 5.22 / /: :. '; y..� / / F.G.= 4.68 F.G.= 4.68 F.G.= 4.56 F. 4.41 F.G.= 4.26 F.G.= 4.14 F.G.= 3.94 � 3.22 >. i d 9 ` vPE P TYPE B 3.38 • .y. h G S 66.00' ROW \ 1 N //o -."' 'a / TYPE B- TYP;_ B TYPE B TYPE B ,.iPL 3 o �. - / \� LOT 27 LOT-28 ': LOT 29 LOT 301 LOT 31 LOT 32 �� ��0�� G�� o•� LOT 19 � .: // ` - -- .. .. .. .. . cv 7f A R� 7f j \� 7C0 t�8 •6+0 T.O.F.=4.30 T.O.F.-4.14 T.O.F.=4.32 T.O.F.=4.48IT.O.F.=4.75 T.O.F.=4.92 Q `0� �• !v I T.O.F.=6.14 ( / o w,.. • O j _ ••/ d / '� \ j O F.G. 3 63 F G 3 1 \ F.G.= 3.65 F. 3.81 F.G.= 4.08 F.G.= 4.25 Y F.G.= 5.47 T'FF B TYPE B I TYPE B TYPF B TYPE B TYPE B ••••••• ��� T'rP B. �j :� / i a ti° 'j TONAL E 1 P. " •;I o 9 • L J . / �'` roh y'�� yo, ti� �. � ►A o �'. ,�h '�� � 0 � � •• .y. .y. .y. ti o ?o o �. h NOTES LID#5 (UNDERGROUND I > I I 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN INFILTRATION SEE SHEET I- 3: RAISED CROSSWALK PER ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. ? • I �� ) O MINIMUM FINISHED FLOOR ELEVATIONS ABOVE o I /� �I - 214 FOR MORE DETAILS � � � DETAIL ON SHEET 224 RAISED CROSSWALK PER / I' h° \ J / DETAIL ON SHEET 224 °' END CONCRETE J -� A� THE 100-YEAR WATER SURFACE IN STREETS, -I;r L ,\ 5� '� CHANNELS, DITCHES, SWALES, OR OTHER \ i v DRAINAGE FACILITIES, AS ILLUSTRATED BY A \ ' MASTER GRADING PLAN ARE TO BE SHOWN. I I I PEW RAISED CROSSWALK�0 D / 0 2. REFER TO STREET PLAN & PROFILES ON PER DETAIL ON A SHEETS 148 - 180 FOR FLOWLINE PROFILE / • �'l.'" 1,. ) m� SHEET 224 4999- N INFORMATION. 192.15 / -7 3. PAVERS SHALL BE BORGERT BULOVAR OR i _ t ti / $ / �'.i5001 �� I h �0 , �e � �s �j `� ?s ?j 1� • 0.84 ` �, � � w �* APPROVED EQUAL. REFER TO DETAIL SHEET / I PROP. 26 WIDE 999e O j '� j •� s .• j� es O� w FOR PAVER INSTALL DETAILS. / 14' / I EMERGENCY __ o• - - I I f \ 0.92 / o ° / I 1 �. ACCESS \ �� LOT 30 LOT 29 �ry �� : �� w O .. .. o LOT_ 56, LO - Y >\ LOT 57 T.O.F=5.11 T.O.F t8 T 0 F.=4.49 T.O.F.=4.23 a' F.G.= 3.82 F.G.= 3.56 . -- F.G. co O I' 1 \ h0 �° 'y�♦ �O O� \ r-? TYPE B LOT 59 LOT 58 T.O.F.=, B9 F.G.= 4.44 TYF TYPE B / I G �' �\ ` �. �. �. �• �� '� _ _ F.G.= 4.22 LEGEND Z 0] �, ♦ h T.O.F.=4.37 T.O.F.=4.61 Q \ \\ sq, LOT 37 LOT 36 LOT 35 LOT 34 LOT 33 LOT 32 I LOT 31 �• .yam - F.G.= 3.70 F.G.= 3B �9> °�' PROPOSED CONCRETE A > Q W a / \ `b - 6 • v TYPE B TYPE g TYPE B 19 � .. T.O.F.-5.50 -• .. - -- '5• vO / - �J \ \\ ` T.O.F T.O.F.=5.38 T.O.F.=5.23 T.O.F.=5.08 T.O.F.-4.96 T.O.F.=4.78 F.G.= 4.83 �� PROPOSED PAVERS m TYPE B� F.G.= 4.83 F.G.= 4.56 F. 4.41 F.G.= 4B F.G.= 4.11 IYPC. .� G.= 7 err E "PE. B T up g TYPE B I F. 4 1 - - \ / O 1'r'� h �R 'y0�- - - - - ro h I'S - - ��. - - �,��- - - ��� - �bt -�?,j 1.56 1.56 •: 1 " - o,°� ��t• - �y6 - - TOP OF FOUNDATION T.O.F. r \ �//f a • - ' o. ((��o� o , FINISHED GRADE v > > v \ ,p• ""d 4 .• .. : \ '' F.G. .�•-. . v \ o .. \ � / � . ;, 'x o�>, (AT EXTERIOR OF FOUNDATION) �I \ , . . ao a ?" ? ALLEY' D ��. . . . ALLEY C • Q Z Q 41 S fNI ((�� .. . - x P `deb- As �j - �� ?e ?s 1.96 1.ss �j ?� ��� - O �_ _ �_ _ Q- _Aj, a :a /�_ S1_ �' _ �?e- - L A? A ��� 60.00' ROW O / N •S - oar4� ? • I • - - vo- LOT_ 38 LOT 40 LOT 42 LOT_ 44 ? •"� v c� p ': 36.00' FL-FL v� p O`�' / •I. `b T.O.F.-4.94 FL-FL- T.O.F_ LOT_ 46_ O _ Go O h° A- I F.G.= 4.27 T.O.F.=4.87 F.G.= 3.98 �T.O.F=4.45 T.O.F=4.34 LOT 48 �o �o t eg, 'm p , I .' F.G. 4.20 F.G = 3.78 T.O.F.-4.36 pc o� o TYPE B TY a. BIe U CYp. F G = 3.67 - `. - "� � I•;' �°� LOT 39 I � IIIG3.6 �9 = LOT 60 LOT 61 LOT 62 LOT 63 LO g°. :a. . I r l . .. LOT 41 LOT 43 LOT 45 LOT 47 JLOT 49 T.O.F.=4.92 T.O.F=5.10 T.O.F.=5.24 T.O.F.=5.40 T.O.F. 91.72 I T.O.F.=4.94 T.O.F.=4.73 .. i .. 9 - j F.G.= 4.27 _ T.O.F.=4.52 T.O.F.=4.35 T.O.F.=4.34 T.O.F.=4.36 �4j . ' F.G.= 4.25 F.G.= 4.43 F.G 4 57 F.G.- 4.73 F.G.= '. •�: y F G. -4.06 F.G.= 3.85 F.G.= 3.68 F.G.= 3.67 F.G. 3.69 .. ��. ►�. ` i TYPE B YPE B x• T-F- B B �TYPE BI TYPE B .9. � 1.96 v O O I I J L �s 9V Oti �'� ,�0 6h y'S kh ,y'� J y1 60 �O 1.54/1.81 I ..,s v O• '. v. ,� 9• I.b ., :.9 _ , V > d. , ���• �• �• �• �• _ �'��' �' �� li- \ T�'rr a Y �, ./' - s .v s ♦ .O .. s. .tv . ps' o .. 9V d' v• s I s a. ------------- • „ v b> 5003 1 PIP °� •�? •O1 i90 �1`!� j O� 00 O 00 10 N Cif 1 1 'pry j •?O j, / , j ��W�v 1 N M `M j?O •tr8�-jsj '♦���jOA a^0 ,� j ,��-•?js •Oj ? O�. O •?u •es �7 �: ? • ice? ?0 - - �.= ? N_N j s jOe jj� \ ?O �� ?` ? ? ? ? ? - ? N - - - R -c ?s fix- `s? sAx x _ '�,�- °8 Oj I --� kpo /� e0 _ �yh� �N RAISED CROSSWALK PER 06� ?j0 MONTAVA AVE o Jm DETAIL ON SHEET 224 � �`t' ♦ O'� O� O°' O$ cL� �` rod '�° '�� � rod' �j°r W) •a �L6 OD o, .yti o 0 �o•� o���.• o�'�• S �• j �• �, '�• �• '♦•lTlrr'��' �`•�' C4 Trr -r,N�O I N O TST, INC. I O ?� °' ��=0 o pdo •?j ��' �q -,� 0ja�, � N CONSULTING ENGINEERS O O O / ry 748 Whalers Way O?8 o N '♦'� 'S� _ •00 .�°� Suite 200 Fort Collins I 1 .a . . � . .9 `, ` - •d o . v•.. 9.. ' Colorado 80525 �L Phone: 970.226.0557 v ` v ' V. v .. d. .. . ..-.. `.. v••" JOB N0. I 0.67 r �19.1 �� �8 �;�'�E�s �s �• ��\ ,.. � ,� >;� -,,�, ��° ?' � `? ` �`� 1230.0009.00 ° I L - ? s s s •,� ' s s o -b• ` 1.81 < - I SCALE 1" = 30' I s � 93.86 I LOT 12 LOT 10 LOT_ 8 - LOT_ 6 LOT_ 4 LOT_ 2 gs' I ` / °ro'� I I p T.O.F.=5.I T.O.F.=5.06 T.O.F=4.84 I T.O.F=4.63 T.O.F-4.53 T.O.F=4.55 ° 30 0 30 60 DATE OCTOBER 2024 ^� I F.G.- 4.50 F.G.= 4.39 F.G.= 4.17 F.G.= 3.96 r F.G.= 3.86 F.G.= 3.88 6 LOT 20 LOT 19 LOT 18 LOT 17 LO k9'L.26 I� I t FYI A TYPE A - -YPE I TYPE B Tr'PE f3 H �s �• T.O.F.=5.01 T.O.F.=5.18 T.O.F.=5.32 T.O.F.=5.48 T.O.F. scale 1"=30' feet SHEET F.G.= 4.34 F.G.= 4.51 F.G.= 4.65 F.G.= 4.81 F.G.= TYPE: C TYPE B TYPE B I Y E 18 "'c 11 Of 224 SEE SHEET 14 SEE SHEET 10 N • s ♦ •. t O ' • t v, •v' LONGWOOD DR 5op4 �y°'h , R'o Q CLI_ 5.67 ;$ �; • 5.88 . I LOT 14 I \ Z E o: T.O.F.=7.71 . a 3.70'. rn • \ .L-I / \ \ W F.G.= 7.04 / °� \ - o _ a> TYPE B Ir W> I, N Oy �° LOT 13 FUTURE N0. 8 DITCH \ DIVERSON CHANNEL \\ •' \ F.GO.F 7.04 I \ •6'j •V: A •A� �° l ` 1 \ TYPE N \ \LOT 151 �' ' .. $ 11007 \ LOT 28 LOT 27 LOT 26. LOT 25 LOT 24 LOT 23 LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 �1 Lj FO:F-7:09\ %, \ 1 `9$ �� \\ \ 4.17 4.06 _ .. .. .. .. .. .. .. .. .. LOT 16 1 l \ �^> .\. . / \ T.O.F.=5.38 T.O.F.=5.57IT.O.F.=5.72 'T.O.F.=5.72 T.O.F.=6.20 T.O.F.=6.39 T.O.F.=6.61 T.O.F.=6.79 T.O.F.=6.97 T.O.F.=7.14 T.O.F.=7.32 T.O.F.=7.51 _ -co \• 5.86 LOT 12 �,o` \ •, o,- _ . 53 F.G.= 5.721 F. 5.94 F.G.= 6.12 F. 6.30 F.G.= 6.47 F.G.= 6.65 F.G.= 6.84 T.O.F.=7.76I 1 \ / - x�•:; \ W -� F. 4.71 F.G.= 4.90 F.G.- 5.05 F.G.= 5.05 F.G.= 5. _ �.' ' ' +. T.O.F.=6.78 \ W 3 LOT 2 LOT 1 ¢8 Y TYPE T YPE TYPE B TYN-E B V B E B YF B ' Pt_ B TYPE B YPE B F'TYPE7B 9 \ \ ,7 g8 - - \ vim. - \ F G.= 6.11 50 \ \ 1 I \ 5.26 T.O.F.=5.09 T.O.F=4.98 ( \ 1 \ F _•/ / ,.+ N ? `� m 4.59 F.G.= 4.42 F.G.= 4.31 i \ / 1 \ \ \ TYPE B 1/\11': e- 3 \ 1 / / 1 \ W DRAWN BRB l \ / /;�� _ %Sty' / / ',� ` �• '\ � s � � CHECKED 1 � ti 5.54 LOT 11 0� ��? . 1�L'� �� ,�o- - -�� ,yam- - - .��- - - °k- - - ��- - - .y�- - y�- - - �-11 °�- o < Q.,. \ .. s DAP -I - -I d. .' 5.24.\ T.O.F.=6.67 Op \ G ti N O 2.52- 1 [1 �• `L•- `U ^�• O .y. _ .y. .y. 'S• �c• �c• J ec• �c• �c• h• t; "o. ' F.G.= 6.00 O jP" ♦ .�. :.o.. DESIGNED BRB lk R. ♦ �. Q P i'. 'i• 6 Q• ri ALLEY D '.•J'� ♦ FILENAME .. � •v �- s'� �='. > =+ems: v'• i, • s o , ALLEY E A`: p . ,� A o pa N ♦my• p - / 0009 Gra in: 1 d KEY MAP - .T--,fie o=' p v 1 9 sq v / v ♦ S `/ n 1 o q i(� v• 5. 5 _'? 7 vP v: o: LOT 10 Y P v' J. / 1 o ' v \ � o � N.T.S. P' I - A- - a?- - -�y, �- - L - �9- - - �A- - -�o- - -.y'� ��� - s,�- - -�A- - '°°- - �° - - - �°- - - s°- - �°- - •�°- - °� \ \• '° - 1 � .= . F.G 624 C �1 0 LOT 43 +:o::s: ,. 1 � �C G 4.61 3.22 �' 'S \ ` LOT 42 1T.O.F.=7.5s\ 3.94 • \ • 3.38 *. `C \ -- F.G.= 6.91 ` >s \. / G S • B LOT 27 LOT 28 LOT 29 LOT_ 30 LOT_ 31 �LOT 32 ��h �°P ,K`�`' ,�:�� \T.O.F_=7.58 TYPE B \ ';� SLOT 9 F.G. 6.91 \ \ \ '• '\ T.O.F.=7.20 try` T.O.F.=4.30 T.O.F.=4.14 T.O.F.=4.32 T.O.F=4.48 T.O.F=4.75 T.O.F=4.92 �y TYPE B ° • F.G.= 3.63 F.G.= 3.47 F.G.= 3.65 F.G.= 3.81 F.G.= 4.08 F.G.= 4.25 LOT 33 ILOT 34 LOT 35 LOT 36 h'` �0 �,'� �'� a6 ` o \ \ ' / o �0 •'•G� F.G.= 6.53 h' •••••• TYPE B I TYPE B TYPE B TYPE I? .. .. .. - g• 4j• 4j• h• ro \ \ TYPE A / 3.96 '4:. / ( /Q TYPE B I T.O.F.=5.37 T.O.F.=5.47 T.O.F.=5.63 T.O.F.=6.04 I I � ,� \ ro•, � \ / ♦ • NAL F.G.= 4.70 F.G.= 4.80 F.G.= 4.96 F.G.= 5.37 LOT_ 37 LOT_ 38 LOT_ 39 LOT 40 LOT 41 o• \ ` ' ' :. ' \ \ / : .. - TYPE B TYPE G TYPE B TYPE B T.O.F.=6.30 T.O.F=6.49 T.O.F=6.69 T.O.F=6.88 FO:F.=6.58 \ \ \I P \ �� F.G.= 5.63 F.G.= 5.82 F.G.= 6.02 F.G.= 6.21 � A'b •��` 0°� I`r? B PE TYPE B \ \ 'a.o.s. `\ �\\co \` ;� \ NOTES v ti � � ,y, ,y, ,y, ,y, TYPE B TYPE B Y'P'�E _ , 4.52 / �`' • I o /6.47 p '\ \ m� ` 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN � N: ARE THE MINIMUM ELEVATIONS REQUIRED FOR L_ . RAISED CROSSWALK PER `�� °' 1 1 � 1m r • ' •/ '� rn � ` so, � PROTECTION FROM THE 100-YEAR STORM. o DETAIL ON SHEET 224 < . :'a. �° �`•ti K°� ��O `�' \ \' _ _ • / °f `b MINIMUM FINISHED FLOOR ELEVATIONS ABOVE �\ J THE 100-YEAR WATER SURFACE IN STREETS, m A9 �9B •. h s 38 .0 \ 6.35 / LOT 8 ` ,� ` " CHANNELS, DITCHES, SWALES, OR OTHER 0j cP ro \. T.O.F.=7.32 $ ? DRAINAGE FACILITIES, AS ILLUSTRATED BY A Z v . O o" F.G.= 6.65 Q m q? ' "? ": g ti ..L \ TYPE / ao° MASTER GRADING PLAN ARE TO BE SHOWN. to \ N I \ \ z °�� '.' ♦ , .. _ ts,�� / \ J `\ / / / / �\ M `' \ 2. REFER TO STREET PLAN & PROFILES ON RAISED CROSSWALK o = \ PER DETAIL ON �R A A R R A S S s`�S \ \ / / / SHEETS 148 - 180 FOR FLOWLINE PROFILE ® 5 LOT 7 SHEET 224 y 4999- ;.. .. �� �x •s? •�, •o°�•A�� \ \\ �. \ 6.16 / / / \ \ INFORMATION. T.O.. 6.41 ` 3. PAVERS SHALL BE BORGERT BULOVAR OR F.G.�r 6c41 / o:. W ?s �� 1�... 0.84 �� �j �', ?� `�o `� `�S `fie `�� °� �\ \ / �o. ' APPROVED EQUAL. REFER TO DETAIL SHEET (OT e .9 LOT_ 44 \9�. F TYPE7B 8 \\ • L \ "°' mac / O 0 ��': �, i �, ,,_ 3 LOT 29 0 LOT_ 56, LOT_-55 LOT 54 LOT 53 LOT 52 LOT 51 LOT 50 �; LOT 49 LOT 48 LOT 47 tO LOT 46 LOT_-45 1 \ ;o.: :'.s :\ 5.s7 / LOT_ 6 \ LEGEND T.O.F.=4.49 T.O.F.=4.23 a' ,T.O.F-5.33 T.O.F.=5.42 T.O.F.=5.57 T.O.F.=5.01 - - - - - T.O.F.=7.34 T.O.F=7.75 1 0 \. \ T.O.F=6.89 co LOT 57 T.O. =5.11 T.O.F.=6.29 T.O.F.=6.4' T.O.F.=6.65 T.O.F.=6.83 T.O.F.=7.06 0.:. ' F.G.= 3.82 F.G.= 3.56 T. -- F.G.= 4.66 F.G.= 4.75 F.G.= 4.90 F.G.= 5.01 F.G.= 6.67 F.G.= 7.08 \ F.G.= 6.22 .. _ _ - - - - - - �� 3.39 PROPOSED CONCRETE a HYPE B TYPE B LOT 59 LOT T.O.F.-4.89 F.G.- 4.44 IF. 5B F.G.- 5B F.G.= 5B F.G.= 6B F G = 6.39 ` \ \ /� TYPE B TYPF �� TYPE B i YPE B- -1'PE B TYPE i C. ._� ` \ TYPE F.G.= 4.22 I YPE B TYPE B TYPE B' TYPE B TYPE B i'�- �g >+: •p` T.O.F.=4.37 T.O.F=4.61 T' Pi B q�119 R A R I ��, \ \ ,�:.'. 31 F.G.- 3.70 F.G.- 3.94 '°� •u�S' •tS0 S ` ` s �` 5.85 PROPOSED PAVERS J TYPE B \ \ '. Q 4.78 �e� a. 4.11 c�\ I is I / / , . \ TOP OF FOUNDATION T.O.F. m W "�I. 5.74/ _ _ • .:, LOT 5 j CO '°6- - - - -?� 1.56 1.56 - - - �,o ,�ti - tiro - - - - - 60- - ,�o�- ��- - -x ,��- - ' .yo- - L ��- - 6h- - - �ti- - - �,°- - - ,����yti - �._ ,T�-> I - FINISHED GRADE w I' �1% �L• ^�• .y. 'y �j• 'S• ,y . iOS ec• 1t• ec• ♦ - -. _ (T.O.F.=6.66 F FOUNDATIO F.G. - ) „ •. , V_ � T EXTERIOR 0 t y o. F.. Z ti a > . a v' v 3 0 TYPE A w , t .. O� ., •'Q . sue.". O 5.3 .ALLEY C 1 • ' a ALLEY D :ODIe '4.s .v •`v w a5 G4 ? v o e 6 _.� x e. m• 9� : LO 4 •'v: I •o n 1.96 1.96 >>- - - ?00' - �� - - �? - -� - - - 6' - - � - - �8--1�°h A�� - A� sRR, - - R6' - - x8 - - A� - s�� -s - - tSs+- - s`�'� r 10 F.(' 6.02 x O � S • • ? A � 1- A 1 -fp• , ..r y., i I A�7�9 , 1 / Z IV 60.00' Row I �:. III LOT 3 I- 'Al T.O.F.=6.846.17 a ', 36.00 FL-FL .♦ I l I .: Q L: h�'� A?� 46 LOT-48 �o° ���- �-bP 6� ° oti �'� °° ,�� h ,,,� ti =1 I LOT 2 � F.G.= 3.69 - I _ h' �'d Oj• 4�• 6. r0 O� '� III u YPE B = LOT 60 LOT 61 LOT 62 LOT-63 LOT-64 LOT 65 LOT_ 66 LOT_ 67 LOT_ 68 LOT_ 69 I LOT_ 70 LOT_ 71 L0T_ 72 LOT_ 73 LOT_ 74 LOT_ 75 6' LOT_ 76 - .1� I T.O.F.- .49 LOT 471 LOT_ 49 T.O.F.=4.92 T.O.F.=5.10 T.O.F.=5.24 T.O.F.=5.40 T.O.F.=5.56 T.O.F.=5.69 T.O.F=5.82 T.O.F=5.80 T.O.F=6.35 T.O.F.=6.54 T.O.F=6.73 T.O.F=6.91 T.O.F=7.09 T.O.F=7.27 T.0.F=7.45 T.O.F.=7.64 T.O.F.=7.64 a . ` - ^ F.G.= 6.82 W ' T.O.F=4.36 ° F.G.- 4.25 F.G.= 4.43 F.G.= 4.57 F.G.= 4.73 F.G.= 4.89 F.G.= 5.02 F.G.= 5.15 F.G.= 5.13 G. 5.68 F.G.= 5.87 F.G.= 6.06/ F.G.= 6.24 F. 6.42 F. 6.60 F.G.= 6.78 F.G.= 6.97 F.G.= 6.97 I '� o TYPE B S FO F' 3 67 ,�:�� T E ': F TYPE \ TYPE B TYPE B T'/�7-E B "r6 TYPE B I TYPE B TYPE B � TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B ' a 6O� O°S \ F.G.= 3.69 -,1 HYPE B '(0 1.98 N , /I r LOT 1 \/\ � I b J. I _ \F.OG F 6.82 1.54 1.81 Gj°� 1!c o�0 ,�� tyro k� y0c rorO �8 O� ti0 h° -� ro°� 00 O� orb OA rIb tS OtK TYP `'.v .-1�►'` '` 'fix . `t' `L•-_- �`�% 'y 'y 'yam 'y_ 'S• A ^r !c• .�c• !c• Q h' �' h' h• �iS 6• v 5.95 a • ° b, sp ., • < J' PO.• s' , .. ,'. Q .. • a • v s • 5003 ;j • PROP. TEMPORARY CD ��? �y ��O o d N s®®� TURN AROUND /� \ M O M N ?S S ►�• SR 'S- �T • y O N L� N J ^ Oc `- ° o,� RAISED CROSSWALK PER ,,� h �'� 1 �h T ��•� '� I?R� �°' DETAIL ON SHEET 224 �o h�o„o END CURB, GUTTER, }ry G eo _ y o o -AND ASPHALT - - - GJ A ^ tX0- -G Cp - - r0• x � ts co 000� ?�° MONTAVA AVE10 M �� \N o m S - o '��._ "�� "� ��` o N h oo.. S is �� -__ j ) / TST, INC. �Tr ��N �0 00c f N N „�` p� h ?, / / CONSULIING ENGINEERS �R �j• oo JI` 748 Whalers Way O09 ��ti ?� ,x • .y0 N Suite 200 Fort Collins ti s �• 5004 _ h'-ro J`?� / Colorado 80525 v� v I� 9 � / Phone: 970.226.0557 �. !�. :' i v' .v • ♦v. � v. �(7.. . � � is O v v 6 / 1230.0009.00 �T. �I •S) �6+ 18 e -� �6 ?S , �j ?� c�j � R' �S t�e--��Ec 't� R R A x ♦ S� �SS4 S .5.95 . b, \ � 8 O '�• - I 1.81 R 6' ?S 1 R 6t 'S' •�A ?� S° '�t� I'S8 � ?� D' 'S�.- h ♦I• °X ` SCALE 1» - 30' LOT 73 T6 I s y TYP 09 7. S °7+• / // nj� DATE F.G.=43 LOT 2 $ \ 30 0 30 60 OCTOBER 2024 4 T.O.F. 4.55 i 3.86 F.G.= 3.88 �� o° LOT 20 LOT 19 LOT 18� LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 I b °' R el B TYPE B w •sue T.O.F.=5.01 T.O.F.=5.18 T.O.F.=5.32 T.O.F.=5.48 T.O.F.=5.63 T.O.F.=5.75 T.O.F.=5.88 T.O.F.=5.88 - scale 1"=30' feet SHEET F.G.= 4.34 F.G.= 4.51 F.G.= 4.65 F G.= 4.81 F.G.= 4.96 F G.= 5.08 F.G.= 5.21 F G.= 5.21 \ '.o.t♦ • I LOT 2 �o�\ �� Of 224 TV T V'� �� -i VDT yr-::: -I/Qr - ✓n - - �t SEE SHEET 15 N zOf V) o W CK Cp LLI 0 DRAWN BRB CHECKED DAP DESIGNED BRB FILENAME KEY MAP 0009_Grading N.T.S. <L L/c y / • o • TONAL E I o �o.� PROP. TEMPORARY41 \ w BIKE RAMP \ /' NOTES � o o SOO.), So,S 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR o PROTECTION FROM THE 100—YEAR STORM. wOoo oR o o ' ' / / MINIMUM FINISHED FLOOR ELEVATIONS ABOVE o`' \ LAN \ '� TIE TO / '� ,/ THE 100—YEAR WATER SURFACE IN STREETS, s0%05 �__ 00 / EX. 12.04 / ` / \ CHANNELS, DITCHES, SWALES, OR OTHER \ M / ,� DRAINAGE FACILITIES, AS ILLUSTRATED BY A 2.83 \ \ / / / , \ \ MASTER GRADING PLAN ARE TO BE SHOWN. // ( es� \ 4 2.75 \ \ // I / / / \ 2. REFER TO STREET PLAN & PROFILES ON SHEETS 148 — 180 FOR FLOWLINE PROFILE INFORMATION. CURB AND GUTTER TO BE 2.75 \ . \ \ INSTALLED WITH THE ULTIMATE / ��2 3. PAVERS SHALL BE BORGERT BULOVAR OR �2' �s�8� GIDDINGS IMPROVEMENTS \ \ APPROVED EQUAL. REFER TO DETAIL SHEET 4 r 11E TO FOR PAVER INSTALL DETAILS. Z �EX. 11.00 LEGEND (O Z PROPOSED CONCRETEr > Q PROPOSED PAVERS \ l M TOP OF FOUNDATION T.O.F. W W lCO FINISHED GRADE (AT EXTERIOR OF FOUNDATION) F.G. Q Z > a. 4�\ \ \ Z W �/ / / \ ` TST, INC. CONSULTING ENGINEERS 748 Whalers Way »> C Suite 200 Fort Collins \ \ Colorado 80525 11070 Phone: 970.226.0557 \ � � roe No. 1230.0009.00 ^ 1 , �. /00" SCALE o0 c � ,gJ y�/ :A / 1 = 30 `�3 $ ' / / 30 0 30 60 DATE OCTOBER 2024 scale 1"=30' feet SHEET 13 of 224 SEE SHEET 16 SEE SHEET 11 N �� o.67 II I �� 9?� s� �s .�s ss .�� rTol s� .ems so ' I' is� s� A_ `93.s6 I I OT 12 LOT 10 LOT 8 LOT 6 T_ 4 LOT 2T.O.F.=5.17 T.O.F.=5.06 T.O.F=4.84 T.O.F=4.63 .F=4.53 T.O.F=4.55 60 LOT 20 LOT 19 LOT 18 LOT 17 LO I C F.G.= 4.50 F.G.= 4.39 F.G.- 4.17 F.G.- 3.96 F.G.- 3.86 F.G.= 3.88 °� .91.26 o l $ , - r - z o I I I rr� A TYPE I YP� I TYPE B •s9 � T.O.F.=5.01 T.O.F.=5.18 T.O.F.=5.32 T.O.F.=5.48 T.O.F o I I I F.G.= 4.34 F.G.= 4.51 F.G.= 4.65 F.G.= 4.81 F.G.= cn a TYPE B Typi- B TYPE B TYI z0 it / I C - w M LOT 11 LOT 9 LOT 7 LOT 5 LOT 3 LOT 1Ld 6 T.O.F.=5.15 T.O.F.=4.92 T.O.F.=4.71 T.O.F.=4.53 T.O.F.=4.53 T.O.F.=4.55 / I C F.G.= 4.48 F.G.= 4.25 F.G.= 4.04 F.G.= 3.86 F.G.= 3.86 F.G.= 3.88 b' / I YPE Al r < .!YPE B _ J �CO O h�O - lb •yh �O- - 4.0:1 w o . '`ALLEY A ? Q N \ I • o• w . v .pp� r� - v.'O v .� flr. evo v I `. g . I :v •5• . `o o s d .ev > .'.ALLEY B• rn h o ` oa• . '�L � - - - - m END CONCRETE amo �ese,l DRAWN s L J f 1- • CHECKED I_ DAP / C I ��, _ - I I- 1 os BO.00 ROW a DESIGNED 'moo I L BRB W � FILENAME 36_:°°' 1 KEY MAP 0009_Grading o \ PROP. TEMPORARY I N.T.S. '� / I TURN AROUND 0 - �P�..•0. soo / oa � vas' E • O� � O J 5 1 o \ 3 003 o / Q •�• 1Ld S ONAL NOTES 002 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN f I I I C $ ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. I I 1 2. REFER TO STREET PLAN & PROFILES ON 47.00' -� �I I �0� 5002 y " SHEETS 148 - 180 FOR FLOWLINE PROFILE `� INFORMATION. W 3. PAVERS SHALL BE BORGERT BULOVAR OR I � 77.00' ROW W APPROVED EQUAL. REFER TO DETAIL SHEET FnP PA\/FP IKICTAI I nP-TAll C I r - - - z W O LEGEND L - -� CO PROPOSED CONCRETE Z �, L - - C >_ a L R PROPOSED PAVERS Q Q m � 0. g TOP OF FOUNDATION T.O.F. W FINISHED GRADE F.G. / I - (AT EXTERIOR OF FOUNDATION) � z 90.27 4. 01 04 N oc � ��, z �� I dwvnio O\OI`996,/ - - - - - - - - - - - - - - - - s'o 0. o04 - s� �h� � - , -- - - - - - - - - - - - - - - - \ 6.62� 0.62 I 1yo �) a GOODHEART DR (FUTURE) - _�_ �\ � oo� -o- - - / -- � i \ \ 0.27 M� o\ - - - � \\ � \ \ \ • 0.20 90.06 - 0.16 d. o - - - - - - - - - - - - - - - - - - - � - - - - j- - - - - - - - - - - - - - - - - - - - - - - - i \\ �, 501 5000 89.95 I _ 00 1 \.4999 � (0 \ I ,. � � ��� TST, INC. �9 \� CONSULTING ENGINEERS \ \ L Suite 8200oFort Collins Colorado 80525 Phone: 970.226.0557 i 00 \ JOB NO. 1230.0009.00 5000 SCALE 1 � ° \\ S �+�O 30 0 30 60 DATE _� OCTOBER 2024 0000 .. hp. scale 1"=30' feet SHEET 14 of 224 SEE SHEET 17 SEE SHEET 18 SEE SHEET 12 N �1bS 8 O h• I 1.81 1p, •.. O - A S h' A ?y SO s0 16S O) h� -1. A rofO / � v ��: � ..-' / LOT 3 4 . In �1 T.O.F.=7.76 LOT_ 2 s I,. -o _ i F.G.= 7.09TYPE Go� 60 LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 P o o s x B .53 T.O.F=4.55 I .. .. I .. 86 F.G.- 3.88 .. TYPE B •SO T.O.F.=5.01 T.O.F.=5.18 T.O.F.=5.32 T.O.F.=5.48 T.O.F.=5.63 T.O.F.=5.75 T.O.F.=5.88 T.O.F.=5.88 - - - = o F.G. 4.34 F.G. _ .21 F. 5.21 LOT 2 N - 4.51 F.G.- 4.65 F G.- 4.81 F.G.- 4.96 F G - 5.08 F G.- 5 � TYPE B � !YPE: R ?._ P y - `l 4 Y'ir _yPF (TYPE B I b.I h66 _ hgh ro 6;� 6• ro' 6� 1. o <� jo 00 �` F 0.F• 7.09 / S` a / �� w LOT 3 1 ` o no• YPE B_ �� // /` > o LOT 1 7. � o ti6 h6 �� 1 I / CK T.O.F=4.53 T.O.F.=4.55 a; ,� �• �' �' °c' y �• ��' LOT_ 12 LOT_ 11 LOT_ 10 LOT_ 9 LOT_ 8 LOT_ 7 JLOT_ 6 LOT_ 5 LOT_ 4 I LOT F.G.= 3.86 F.G.= 3.88 T.O.F.=7.36 � < TYPE E A. T.O.F=6.39 T.O.F=6.58 T.O.F=6.75 T.O.F=6.93 T.O.F=7.11 T.O.F=7.28 T.O.F=7.46 T.O.F.=7.63 T.O.F.=7.63 �� r \ / 6h - � F.G.= 5.72 F.G.= 5.91 F. 6.08 F.G = 6.26 F.G = 6.44 F. 6.61 F.G = 6.79 F.G.= 6.96 F.G - 6.96 F.G.= 6.69 O� TYPE B A / / O h6� 'S• \ P TYPE B :'r' 3 3 ;_ B TYPE B3 TYPE B -Q r _ P, �...- . . - h• h•- h• O� � 0 ��h- - - h hti°�- - h�ti - hh�- - - _.�� �-t - �h- - -x� _ryti- - - .y0- - - h►C- - - ,�o- � -�o- - -O'S- � - ,�o- � ,yh- � �\ // O O Y .y. .y. - .y.� .S �. k. k. �c. e�. h h h J h e a; s p: ve (p i v , .. v v H ti .. Q LLEY A Y r . a: r. a s. ? v , O.r _ a •s•d , r Y. - pa a r - -o a - / / l • .. ,o o� s 'o •v N. p v' w. 3 n ALLE Y - a /r r< , s - r ' . -. An'�' � I V q_.- _ -' s a- s-.. �•./ 'S_ _.. p e ^�• / .1 wl.. '.p Ir .. .. p v A I /� / 87. 004 pk5.53 / / / / DRAWN BRB CHECKED • �- / '� / / / y// DAP �. • 60.00' ROW \ \ // ��� / _�,( / / / DESIGNED ps• -� , / �` / / BRB $ FILENAME 36.00' o� KEY MAP 0009_Grading �iF- N.T.S. r v p Cb / �o� RE 3o wee` / / y /� , PQ ,�� � oeras) ••/ G • / ����� �CbA ! / / / _ ' Q� Foy ��• �`� CD > / •• G� '� / //// / / �. TONAL E �/ � / / / / / y � \/ 7 �` / /' h��, ' , // /' NOTES CA 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE 100-YEAR WATER SURFACE IN STREETS, C \�� � � , PROP. SWALE �/ // / / / CHANNELS, DITCHES, SWALES, OR OTHER y \ DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. -r- 2. REFER TO STREET PLAN & PROFILES ON 5pp b - / / // / SHEETS 148 - 180 FOR FLOWLINE PROFILE 2 INFORMATION. 3. PAVERS SHALL BE BORGERT BULOVAR OR APPROVED EQUAL. REFER TO DETAIL SHEET r7OD DA\/CIS IAICTAI I nC7TAII C � � � �\ // o / // LEGEND - �- - -� \ // �/ /� / �� , PROPOSED CONCRETE PROPOSED PAVERSa. - v, m �� / ,� TOP OF FOUNDATION T.O.F. m J / / / / C /\ \ \ FINISHED GRADE F.G. `- �-r (AT EXTERIOR OF FOUNDATION) CO > a. Q cc -,Too v P / O 0 o.s2\ �0.62 v, / \ , 0.20 / X / S ✓0.05 e \ P 000, 0.16 Nr 00 / 1 TST, INC. \ 1 CONSULTING ENGINEERS \ \\• P... r \ - \ L /' /// , 1 / 5002 / 748 Whalers Way Suite 200 Fort Collins r Colorado 80525 Phone: 970.226.0557 JOB N0. 1230.0009.00 \ SCALE it �- 1 = 30 i / /� 30 0 30 60 DArE OCTOBER 2024 O• ,� / scale 1"=30' feet SHEET �. / / . 15 of 224 SEE SHEET 18 SEE SHEET 13 N Cf)Cr) Lli cLd DRAWN BRB i \ 4-- \\ � \\ Off/ / / , / / / /� ` \ \/ \ CHECKED DAP DESIGNED BRB FILENAME o vSi" KEY MAP 0009_Grading to N.T.S. p0 L/ �,' /� o / 3 ps. RE JP o, /,/ /, o"/ �j / / OO�� / \� C /,/// / // \ \ � \ V•;� QQ�p \ P w // ,;� '�/�� �� �o / ' / I ���,�/ �/ \ � \ �����Gods •'� Foy NOTES 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE 100-YEAR WATER SURFACE IN STREETS, , /'� \ CHANNELS, DITCHES, SWALES, OR OTHER / // / ,' DRAINAGE FACILITIES, AS ILLUSTRATED BY A I / // �/ / / ,' MASTER GRADING PLAN ARE TO BE SHOWN. 2. REFER TO STREET PLAN & PROFILES ON ci s o00 SHEETS 148 - 180 FOR FLOWLINE PROFILE INFORMATION. 3. PAVERS SHALL BE BORGERT BULOVAR OR APPROVED EQUAL. REFER TO DETAIL SHEET FOR PAVER INSTALL DETAILS. Z y� LEGEND CO PROPOSED CONCRETE �x PROPOSED PAVERS TOP OF FOUNDATION T.O.F. W FINISHED GRADE (AT EXTERIOR OF FOUNDATION) F'G' co Z a. lop IZ OD W OR \ TST, INC. / I I / \ CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins / \ Colorado 80525 / I Phone: 970.226.0557 / \ \ / JOB N0. / 1230.0009.00 SCALE 1 it = 30' \ I \ DATE \ \ 30 0 30 60 DATEOCTOBER 2024 J SHEET scale 1"=30' feet I \ \ 16 of 224 SEE SHEET 14 N 5000 89.95 - -J I ` \ o, \ I � C \ L zit U \ \ 1 ) \ 1 I 5000 Li \ \ I I \ L m DRAWN 1 \ I to I \ BRB to \ jr \ —TI C) 0 N I \ \ I \ CHECKED DAP \ 1 l \ 1 M pNj T I T S I \ I DESIGNED \ l \ Id, rn \ 1 BRB FILENAME KEY MAP 0009_Grading 9 \ N.T.S. 4sss r p0 L/ \ \I P•RE ••c 1 I os�• �V�RR o� I I \ \ I s�° \ \ e0 �o� •�G��<u \ \ m 1 I l \ S/ONAL l I PROP. SWALE I p \ 1 \ I to \ I NOTES \ o I I 1 I 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN o I I I I \ \ I ARE THE MINIMUM ELEVATIONS REQUIRED FOR L — — I R�9� I \ \ PROTECTION FROM THE 100-YEAR STORM. m \ ` MINIMUM FINISHED FLOOR ELEVATIONS ABOVE w \ I I � i 1 \ THE 100-YEAR WATER SURFACE IN STREETS, I \ CHANNELS, DITCHES, SWALES, OR OTHER I DRAINAGE FACILITIES, AS ILLUSTRATED BY A 1 1 \ I I I \ MASTER GRADING PLAN ARE TO BE SHOWN. 2. REFER TO STREET PLAN & PROFILES ON SHEETS 148 - 180 FOR FLOWLINE PROFILE 11000 INFORMATION. \ 1 \ I I I \ 1 3. PAVERS SHALL BE BORGERT BULOVAR OR \ \ I I I \ APPROVED EQUAL. REFER TO DETAIL SHEET o FOR PAVER INSTALL DETAILS. z \ toI 00 W LEGEND CO I PROPOSED CONCRETE s \ 0 \ \ w PROPOSED PAVERS \ 19, \ 1 N TOP OF FOUNDATION T.O.F. I I \ W l \ I I ► F - - - - - - - - - - - - - - - - - - - - ` - - - - — � > FINISHED GRADE 0) l \ \ * \ / (AT EXTERIOR OF FOUNDATION) F.G. Q z I I 1 \ I I I m 1 \ \\ OA > a. Q S000 O Co.,) M \\ �� I � � d' \ M d C> � \ \ \ I 189.00 \ 4 01 TST, INC. / CONSULTING ENGINEERS 748 Whalers Way 9� 4996 \ I / �� Suite 200 Fort Collins h9 gAc 4995— �O \ / / o�°' / Colorado 80525 ��999 4994 Phone: 970.226.0557 4992993 \ \ / // �� 0 roe No. 1230.0009.00 SCALE 1 it = 30' � /mom 1 I PROP. SWALE / DATE i 30 0 30 60 OCTOBER 2024 scale 1"=30' feet SHEET 17 of 224 SEE SHEET 19 SEE SHEET 14 SEE SHEET 15 N —5000 V) C) Ld \ ec J �. • \ X •'/ � Ql � � Oct \ oo _ y �� � � � o �� 7 ITO L \ ..�:. N ao 98.78, `/ EX. 99.10 Li OD 00 - a>_O / PROP. TEMPORARY / l s w, \ •: . ' `" BIKE RAMP / 98.78> I 4999 \ j DRAWN / CURB AND GUTTER TO BE //� �'I& � � � BRB fig, INSTALLED WITH THE ULTIMATE \ > 9� • . TIE TO GIDDINGS IMPROVEMENTS , \ / CHECKED X DAP EX. 98.86 00 � 1c , DESIGNED BRB \ 9�� ^ •,� 48�s %��� �� •e e/�ee // 1 FILENAME / � KEY MAP 0009_Grading /�- � �' '� /� �/ // N.T.S. I L -\ pp0 L/c ;)00 1 $ ` �o / ✓ / / / / / l NOTES I \ 110,00 � / 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN I I ! / // l ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100 YEAR STORM. • ,' e`�/� / / / MINIMUM FINISHED FLOOR ELEVATIONS ABOVE I L THE 100-YEAR WATER SURFACE IN STREETS,CHANNELS, DITCHES, SWALES, OR OTHER ..� DRAINAGE FACILITIES, AS ILLUSTRATED BY A PROP. SWALE/ e � , I / / MASTER GRADING PLAN ARE TO BE SHOWN. 7� , O ✓/ / // / �/ / 2. REFER TO STREET PLAN & PROFILES ON W \ 1 /' / / �� �� /X / /// / SHEETS 148 - 180 FOR FLOWLINE PROFILE _ \ A // / / // / /e _ y/ / INFORMATION. 1 ••� �c� \ �/ ,' I >/ �� / 3. PAVERS SHALL BE BORGERT BULOVAR OR W ` ( ��• ��O y /� �� �Z/ , y / APPROVED EQUAL. REFER TO DETAIL SHEET FOR PAVER INSTALL DETAILS. Z \ \\ ( - / / �� LEGEND C0 zc4 / c° i Y I \ 1 / `��' °D \/ g'I g998 gg99 (-�A^v� Q/ PROPOSED CONCRETE PROPOSED PAVERS0. TOP OF FOUNDATION T.O.F. W FINISHED GRADE F G C0 Z (AT EXTERIOR OF FOUNDATION) Q a. 5 ,_ R / // // ,l 4,9 PROP. SWALE / / / / / / � TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 / 9.44 / SCALE 1 It = 30' 8 O / / // / �/ / DATE 30 0 30 60 OCTOBER 2024 �O scale 1"=30' feet SHEET 18 of 224 SEE SHEET 19 SEE SHEET 17 •\ °°°°°�°? °�°�°s I � �l � I w I I I I � N I �• \y�8 k89.0o 996 \ I I okU Icqy I I z 9� o Ld LU 1194 A9 I z I I I Q 119, s I I I III II ' s9.00 DRAWN BRB CHECKED I I JLL I I I I \ DAP DESIGNED BRB 99R I \I I , FILENAME 4.1:1 , I I II , KEY MAP 0009_Grading N.T.S. m \ I I I I �p,DO L/c � � _ I I I \ � I I I I � ..�•. � �Ca°j�°��°���m vo;• Q�pJ G,�pC� I I 1 PQ ��• G S 4.1• / ` I I I I III I I ,.• 3.9• / \ I ROADSIDE SWALE TO CAPTURE AND I �p S/ONAl- I I ROUT EXISTING STREET FLOWS TO I I I o THE EXISTING DRAINAGE PATTERNS TR QQ I I I I 11 N TES 4 014 SF I I 1. HE TOP OF FOUNDATION ELEVATIONS SHOWN MINIMUM P OTECTION ROM THE 100 ELEVATIONS REQUIRED STORM. FOR MI IMUM FINISHED FLOOR ELEVATIONS ABOVE TH 100-YEAR WATER SURFACE IN STREETS, I I I I CH NNELS, DITCHES, SWALES, OR OTHER \ I f I \ I I DRA NAGE FACILITIES, AS ILLUSTRATED BY A 97.00 to I I I I MAS ER GRADING PLAN ARE TO BE SHOWN. I 2. REFE TO STREET PLAN & PROFILES ON \ I I I I I SHE S 148 180 FOR FLOWLINE PROFILE INFO MATION. \ I Io I of I I 3. PA RS SHALL BE BORGERT BULOVAR OR ROVED EQUAL. REFER TO DETAIL SHEET FOR PAVER INSTALL DETAILS. Z - � � h � z II111 II z 4.2:1 I 96.00 To I I � , I I LEGEND Q I II �° \ I �1 I I , I PROPOSED CONCRETE I C I I I m � 3.9:1 4.0:1 \ I I �j I I �` / PROPOSED PAVERS W \ I (n \ \ I I O I I / I / TOP OF FOUNDATION T.O.F. (n Z \ I � I I I ILL- I I I � � Q In �� �` \ I I I I I / I �' FINISHED GRADE F.G. Q 0 (AT EXTERIOR OF FOUNDATION) � I I I of I I a oc d O I I •95.00 I I I I J \ .0 I 4991I It 4992 / 0 4994994 I ,.p I I I \ 4995 I p \I \ \I \ \ I ° — — — — — — — - I 4995 I \ 1 93.00 � E HE OH \° He 91.00 ... ... ... ... /... ... ... ... ... ... ... ... 92.00' � 89.00 ... ... ... ... _�•� ol�-� ��-E --o—H� o�--E — — �I -I -r 1-I- -I 'r' r� I�I F° FO —r � �� -T T 1- �— �--- r— , I T— r— I 4— _ _L�F7tI. \ O,W D4 - - - - - - - - - - - / - W W W W W W W W W -- -W W W W W W N WWW ROADSIDE SWALE TO CAPTURE AND MOUNTAIN VISTA DR TIT, INC. ROUT EXISTING STREET FLOWS TO CON48LW" ENGINEERS alersay THE EXISTING DRAINAGE PATTERNS - - - - Suite 200 Fort Coffins Colorado 80525 - Phone: 970.226.0557 V -li1L -W- vv -W W W W W W W W� W W W W W W�W,� JOB No. - - - - - - - - - - � � W-\W - - - / \ / � - - � � \ 1230.0009.00 SCALE r, r 1 � -r T _T T � � I I -� �- � T T- T- f-�\ \ / �T � T r�I�I �-r � T \ F DATE -a _ FO \� ETC OCTOBER 2024 1\ 30 0 SHEET 30 60 scale 1"=30' feet �� 0f 224 SEE SHEET 20 N 49871 � Ld LD l LLJ 4985 4984 4983 4983 4984 _ _ _ m _ _ _` �`' � 488�,�488 �� ��-�- _ - - — � d: - - _ - 4985 4988— _ - - - - - - - LJ.I DRAWN BRB CHECKED 4985 - - - - - - - - - - - - - - - ,� I DAP - DESIGNED BRB FILENAME KEY MAP 0009_Grading \\/ ,\ � \ - � � � I y, �, � N.T.S. 0 L ` I \ �. D ••• / �/ V \\ \�.\ �\ \ \ / T 11- Tom_ �I T I � it r\ �f � I T fT T�_ , 1 T I_r. Q�`•• • -- � � -r��r�! �� � � �--r� � \ _ QQ�p�G,�p I- � ► ' '� —SS�SS� G P' _ ass "�SS�SS - - - - - — � S •.....��G� 10NAL NOTES 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR �` �/ PROTECTION FROM THE 100—YEAR STORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE 100—YEAR WATER SURFACE CHANNELS, DITCHES, I STREETS, SWA ES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A '� TI MASTER GRADING PLAN ARE TO BE SHOWN. 2. REFER TO STREET PLAN & PROFILES ON SHEETS 148 — 180 FOR FLOWLINE PROFILE INFORMATION. ��� — _ _ 3. PAVERS SHALL BE BORGERT BULOVAR OR _ W APPROVED EQUAL. REFER TO DETAIL SHEET m W FOR PAVER INSTALL DETAILS. Z —4984 — — — — — 0 - - - - - - - - - - - - - - - - - - - - - - - - - 4985 4982 4981 4984 O •. 4980 _ Q 49824983 _ 498 0 4981 4982 _ C Z 4982 WW p 49 49844983 4983 to - - - - - - - - - - - - - - - - - - - - - - - - -4 - - - - - - - - - - - - =— - - - - - -4984_ - - - - - LEGEND Q ' - 4988 .- - - - - - - - - - - - - -. - - - —_ - - - - - - - - - � PROPOSED CONCRETE < ; 0 W PROPOSED PAVERS W / CO 1 I TOP OF FOUNDATION T.O.F. Z t 01 � FINISHED GRADE F.G. Q 0 m \ / (AT EXTERIOR OF FOUNDATION) 4986 s — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � - - - - - - - - - SSA Z . . �� Qc,- qq �� ss ss ss ss ss ss SEE SHEET MIDDLE \ ,l ��, - I I ► I I I x � � III I II Ld III � CULVERT CROSSING UNDER BNSF BY OTHERS REFER TOPLANS BY I III II I n FOR ADDI10NN—F0 MAMON W= I 008 4986 4987854 O - - - - - - - - - — — I 1 II I x I II 1 TST, INC. \\SS ` \ I III I CONSULTING ENGINEERS \ � 748 Whalers Way _ �I I I I ` I Suite 200 Fort Collins \ S \� 77 00 Colorado 80525 \\ _ / Phone: 970.226.0557 JOB NO. it X \ 1230.0009.00 \ \\ — — \ W I I hI I SCALE r, r (/` \ \ _ /� �^ TITITIT Imo- \ - - - - - - - - -' - - - - - - - - - - - - - z- - - I � - 1 � 1 = 50 \ JJ\��\ �8j� O I I CO I I I DATE OCTOBER 2024 50 0 50 100 ,� — SHEET scale 1"-50' feet 20 of 224 N / L0 LOD � I I 111 er\ 1 1 \ \ (Y o SFLOD (31 \\ \ J Ills lll$ LbD Mw LOD \ \ \ \ 1 Z \\ 4998 4999 5000 , ll$ I71$ LOD LOD \ \ \ \ \ _o .., ~ " 5002 5003 '1'11S 1lIS LOD OD LIMITS OF01 z \ S \ \ \ oo SF _ 5004 5005 I v� \\ \ \\ \ —5003— I 5006 Soo? 5oos Ld SF \ EXTENDS FOR HAJE 5 110,00 5009 1 ROAD FROM BORRLU °°o sol0�, AR 5009 \ — \ \ ( rn P \ \ \ rn cc°o Q9 do so 0 0 0 \ \ \ \\ SS \\ \ ao { �� i9 ° N ; o S \ 02 1 Q \\ S\ \\ — 5� 5007 5009 5010 So ON-POT POND SF 5008 5010 _ 5011 5011 o GRADING AND � � � \ � \ R9 90 INFRASTRUCTURE PER _ \ m o \ \ s� SEPARATE PLANSES \\ \ �Oh� _ 'v- � \ o �o � °� � r0 DRAWN S \ I o \ \ o � \ \ BRB \ n ° � � \ °� \ \ � CHECKED DAP Q O0 _ _ DESIGNED u0i I o o \ \ \ BRB o \ \ \S \ I \ \ � \ \ \ FILENAME \\\ i , o \ KEY MAP 0009-EROSION 0 0 00 \ \ r IN/ O SS 5011 ` \ o \ N.T.S. f �- 4 \ \ \� INITIAL BMP'S• p0 L/c I o STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY VO�•;a0 � \ \ WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION ``z�' PQQ� �G� \ I J 0 \ \ \ WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP G S� - - LO KITS) CO \\ \\ \ o \ SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND PUMP STATION PER l MOUNTAIN VISTA DR �G'�F •.• SEPARATE PLANSET \\ `sS 1 \ - - � -� o � � � to \ s `�' \\ \ THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE S�ONAL °09 r� 1, \ CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE SS, - II \ \ MAJORITY OF CONSTRUCTION BEGINS. INTERIM AND FINAL BMP S: ho 4999 AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE \\ \` \ 1 I \ CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE \ S \ l 5011 \ TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: v 1 \ TEMPORARY SEEDING MULCHING \ S \ o \ \ 0 SURFACE ROUGHENING S \ \ o \ \ I ADDITIONAL SILT FENCE �\ \ 0 \ \ \y s \ CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS 0 FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. z _ o \F-1 \\ - �' \ ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL a \ o� ►l \ S \ I, 1 STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL J RECEIVE SURFACE ROUGHENING. \ \\ �` o \ r0. I � \\ `sS \` � oo� � � ,'� \` 0 ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL \ `.\ STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED z J 5009 0 \ - \ , AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY 0 o AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH z \ USED. THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED GRADING OPERATIONS. Z �l / / \° - 1 \\ so REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF00 o `\ ; °� BEST MANAGEMENT PRACTICES. W U 0 o s°o3 S00% - soon r' // so \ s007 '� s LC' \� \ ; IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND co 06 \ �\ °oe \ \ \ IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS a Z l \. PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE \ a = 0 IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING Q 5007 / ) \ \ CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE -SILT \ // - \ \ I \\ r CONTRACTOR, THROUGHOUT CONSTRUCTION. 0 �, 5oos 5010 \ \ 0 EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES F_ cr N T / GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER Z N \' 4999 r c� / \ \;' BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO O W rn I / / 5oos �' PREVENT ANIMAL ENTRAPMENT. J 0) 5010 o LEGEND o \ / / \\\ �' 5010 \ LIMIT OF DISTURBANCE �� 01) 5006 \ / / \ ��� o p FLOW ARROWS Z 5oos 1 I STABILIZED STAGING AREA SSA 0 o / / o oo� / / �°' / \ CONCRETE WASHOUT AREA cwA ■ / \\ VEHICLE TRACKING CONTROL � RIQ o 5oos N SILT FENCE sF SILT .4998cS° SEE SHEET XX FOR \ / / '� �' 5oos 5008 STOCKPILE LOCATION o / / / J—A999 \\ \ 001 ) L0 (� rn o o 1 / \0 to l oo \s - 1 TST, INC. oo / s 1 / °O° \ CONSULTING ENGINEERS (n ,n \ / / \� \� \ — ' \ 1 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 / / 1 o \' \ \ JOB N0. \ soon \\\ ,\ �\ \ / l 1 . 1230.0009.00 / 5oos J 1 \\ �� \ �000 \ \ CWA 1 SCALELn 1„ = 50' -Ills / (30-1N �- I / \ 1 5007 \ �, 1 . .... 50 0 50 100 DATE OCTOBER 2024 / 5006 9� �p \ \\ \ J 1 scale 1"=50' feet SHEET > / /_T_ 121 of 224 SEE SHEET 22 SEE SHEET 23 SEE SHEET 21 N / o J \ \ 5000 r _„ 00 �.Ills Ills 1lIS Ills �' 5006 /J \ 1 401 401 401 IN �/i \V \ o o/ 500,6 - �49 h l �'4 \ �— � �p0 I \\\ \ z0 v � O w J �` \ Q \ -� w �o y v v C0 \� \ -� ALLEY F /� \ 0 0 0\ � m \ \ \ \ Ld Q DRAWN _j z BRB v �Q 1 O CHECKED DAP > 1\ O \ \ \ \ JLO \ \ \ \ O \ � \ �\ _ - I DESIGNED � BRB \ \ \ \ \ l FILENAME KEY MAP 0009_EROSION 0 �\ LONGWOOD DR S N.T.S. 003 503 g 5p0� /� 004 INITIAL BMP S: Poo L/� \ \ \ \ \ \ 5005 ' \ \ n \ STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY VO�•'a0 O�P�O� \ \ I WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION QQ� WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP G P` KITS) o^ SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND L0 /o MOUNTAIN VISTA DR \ \ '� THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE ONAL � �\ \ CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE \ G' O - 'l \ MAJORITY OF CONSTRUCTION BEGINS. \ \ _ � 1J, , � L \ \ J ,� INTERIM AND FINAL BMP'S: 0 \ \ �. OJ IC9 �' AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE ALLEY E CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE ALLEY D TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: -7 � I � � \ MUM CH NGRY SEEDING 10 SURFACE ROUGHENING \ — // \ \ \ \ r r o o ADDITIONAL SILT FENCE `n J CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS \ �\ Y\` \� (0FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. _IO 1 5005 z �j ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL Q STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL RECEIVE SURFACE ROUGHENING. J 5005 0. \ \ o o a \ d ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL "' \ t o CN o STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED J 0 �' AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE O ( O OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY 0 O p J - AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH \ O \ / \ / I - USED. THESE MUST BE Y / / \ \ GRADING OPERATIONS.INSTALLED WITHIN 30 DAYS OF COMPLETED \ m / S004 U) ,n o N REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF Q / \ \ o BEST MANAGEMENT PRACTICES. W U Ld W IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND D CO / \ 15003 \ '\ IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS Q Z PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE O IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY Q ( j Soot \ \ \ ALLEY C 1 ALLEY D 5p04 l SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING > CONTRACTOR,CONSTRUCTIO . THESE THROUGHOUT NS NEED TO BE CONSTR CONSTRUCTION. UPDATED, BY THE 0 oo O� - \ EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES cr \ \ L0 L GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER Z W � 0 1 BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO O V / { \ \ CD �o PREVENT ANIMAL ENTRAPMENT. I o �' _ LEGEND LIMIT OF DISTURBANCE LW \ -5001 FLOW ARROWS Z \ \ r \ � STABILIZED STAGING AREA SSA 0 \ 5001 \ CONCRETE WASHOUT AREA cWAO \ T VEHICLE TRACKING CONTROL � AVE500, <__"......M.ONTAVA S002 5003 g�'� SILT FENCE sF SILT \ _ rig S004 JL 50 i \ I \ 5004 qt LO U TST, INC. 5005 CONSULIING ENGINEERS 748 Whalers Way \ % ALLEY A ALLEY B \ Suite 200 Fort Collins Colorado 80525 Phone: 970.226.026.0557 JOB NO. 1230.0009.00 50p4 SCALE 1" = 50' boo DATE � 0 /' \ 03 50 O o --- � 50 0 50 100 OCTOBER 2024 J O( I` - scale 1"=50' feet SHEET 22 of 224 SEE SHEET 24 SEE SHEET 21 N SF \ oo C WA5007 \ \ � l LOD LOp \ 0 I o Uj LLJ>OD / �� \\ 40Q �, \ \ °° SSA :, . �` l �(p \ / 000 00 s0 �p � \ \ vov e o9 \ Q / / so \A 4:1 A SO LLJ o' � Q 1lIS VTC o CD ..� � 1. 5004 � \ 0,2 DRAWN \ s ✓ � � � � j J � � BRB CHECKED o � � I \ \ � / / \ \ DAP o �- 00�\ / � \5077 \ DESIGNED BRB FILENAME \ 5006 �\ \ \ i KEY MAP 0009_EROSION we SF \ \ N.T.S. INITIAL BMP S. pp0 L/c .••••. 5005 \ \\ )\ \ \ / STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY WASTE DISPOSAL AREAS FUELING AND CONSTRUCTION V Q O G WATER FILLING AREAS AND LOCATION OF SPILL CLEAN UP G S� o� \\ 1 I \ \ \s KITS) o \ \ \ _ \ s so / / g �,. SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND Q� � oo� 00 \ \ �s °� °s \ \ �/ / / ° MOUNTAIN VISTA DR O� •'G�o \ .. l- \\ V ° osV A / \ � THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE S�ONAL +� \ rl MAJORITY OF CONSTRUCTION BEGINS.CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE � 5006 SO, �07 \ \ V ' INTERIM AND FINAL BMP S: `S00 0' V �� \ J 10 AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE o \\ o° CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE �MTEMPORARY SEEDING CONTROLS SUCH AS: MULCHING SURFACE ROUGHENING ADDITIONAL SILT FENCE CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS o \ \ \ \ \ \ J \ \ I FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE LIN o � \ ( �\ \ \ > \ J �° UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. N 5006 \ �' \ \\ \ / \� / y n / \ \ \ ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL N \ ) I \ \ I \ \ \� V I STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL W \ �- J \\ \ T \ \ ✓ �� �% \ \ \ RECEIVE SURFACE ROUGHENING. J 0. W 5005 \_ I /6'60 \ \� / I ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL o J \ o 00 / \ Ln STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED j W o�'' o © \ - �� \ / - SF \� / �s \ I AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE O W I l _ ( OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY 0 O /�j � � ~ � T � � �� �" ���� � o°� \ AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH USED. \ ` \ \\ \ / \-0 so \ THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED OS os I GRADING OPERATIONS. Z o o � o \ soot l / i o� \ \ REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF m �n o ) o I / / \ \ 1 \ BEST MANAGEMENT PRACTICES. W U IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND �� CO \ CO IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS Q Z PROVIDE A PLACE 500,5 \ 3\ \ \\ \ MPLEMENTA11ON OFOTH PLAN AND DO NOT R THE CONTRACTOR O NECESSARILY DOCUMENT HE O 4 �\ SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURINGCO > 500 5006 // / \ CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE o � / `�� \ \� \ I I CONTRACTOR, THROUGHOUT CONSTRUCTION. Q O 5006 -410 o \ I EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES ,�, o o \ GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER Z LO ,n o° \�� , I \ \ W 0 0 / / , � \ \ BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO O 0 1co ca o `� i �� o o s ;' I \� \ I I PREVENT ANIMAL ENTRAPMENT. 0 \ J � � � , ' �// '' / ,�' � s°°� ,- � � \ � \ � � LEGEND a \ \ LIMIT OF DISTURBANCE �� F_ FLOW ARROWS Z STABILIZED STAGING AREA ssA CONCRETE WASHOUT AREA cWA O VEHICLE TRACKING CONTROL �ff SILT FENCE SILT g �500450 L0 \ a �00 moo Ov / ` ,< \ \ 0 j 1 \ L L � V �� \ O r r I \ o � 1 SF TST, INC. 5005 nib/ �r / 1 CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 5005 00 nj� / I � � I JOB N0. 1230.0009.00 1" = 50' SCALE 5003 y �- " / \ I I 50 0 50 100 DATE OCTOBER 2024 scale 1"=50' SHEET feet 23 of 224 SEE SHEET 24 SEE SHEET 22 SEE SHEET 23L D N o F 5 5 \ 5005 J I _ ALLEY A ALLEY B I / 5003�� zo 5005 00 cn 1 o r - _ w so � � � 50p4 \ 0/� O � 5 o LU 5003 C1 0 0 I _j 0 v _j w _ O �oo� I 1 E J N '��� � z 0 - \ _ 00 I I J v Q 1 / DRAWN z S - BRB - O \ -� _ / CHECKED 0) I I I � � � oo �\ _� / , / / DAP r v DESIGNED BRB FILENAME 00 I \ I \ 99 Cl' / p�� , / KEY MAP 0009_EROSION J N.T.S. INITIAL BMP'S: STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY O��.•• •• GJP�' O� WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION SF ( WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP `�G �S� _ o KITS) 0 N 1 / SILT FE MOUNTAIN DRINSTALLATION ADJACENT TO TIMBERLINE RD AND OJ � I � \ S \ oo � / � �/ �O� S/•.....ECG\ 0 °` /� / THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE40 ONAL CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE MAJORITY OF CONSTRUCTION BEGINS. INTERIM AND FINAL BMP'S: GOODHEART DR AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE o� CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE 0 I \ \ \, � � \ I TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: O J 7� TEMPORARY SEEDING J \ I \ �- S �o��� // / \ \\ I \ 0 0 MULCHING SURFACE ROUGHENING ADDITIONAL SILT FENCE CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS FROM ONE TO ANOTHER AND THEYBE UPDATED AND FIELDECHANG D AS SITE CONDITIO SL CHANGE. ANY DISTURBED AREA WHICH HAS NOT REACHED FINALSTABILIZATION a O 1 \ \ �o,°'� ✓�/� // / \ / RECEIVE SURFACE HIN ROUGHEN NG.2 KS OF BEING DISTURBED SHALL J 0. ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL Z 1 \ 1 0 AND BILIZATION MUL CH WITHIN MULICH30 DAYS SHALL BE SHOULD BE SPREAD EVENLY RAT A RATE O ILY SEEDED J 1 , \ °` C �✓ ( I OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY 0 O \ / �00 AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH 00 Im I 110 I tiF-� 1 /� � � H \ THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED GRADING OPERATIONS. Q Q Z J 1 l REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF O SF BEST MANAGEMENT PRACTICES. COj U IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND C IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS Q Z PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE 0 SHOW ALL OF THEB PS AT WILN OF THE PLAN DL BE NEEDED DO NOT CDUR DURING Q CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE > CO 0 y p I \ I -� ✓� 1l \ CONTRACTOR, THROUGHOUT CONSTRUCTION. Q O EROSION TER THAN 3:1. PRO X SHALLANKETS LANDLOK CS2D ON ALL LOPES OR OTHER GREATER z BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO O W PREVENT ANIMAL ENTRAPMENT. J LEGEND Q LIMIT OF DISTURBANCE 0 ' / \ I � I 1 - / FLOW ARROWS Z a��� / / STABILIZED STAGING AREA ssA 0 CONCRETE WASHOUT AREA cwA 10 VEHICLE TRACKING CONTROL �c SILT FENCE sF -SILT - 0LO /� N 1 �� / L �' v GM 0) � � \ 1 h �/ // � 1 �� � / TST, INC. CONSULTING ENGINEERS A�q9 748 Whalers Way 1 I \ / / Suite Fort Collins � Colorado 80525 p0 I / Phone: 970.226.0557 J I I \ / / - JOB 1 NO.\ / SF g / i 1230.0009.00 LOD I I �/ / / // / / SCALE 1" = 50' 1lIS ( \ ����///\ DATE 50 0 50 100 OCTOBER 2024 4996 � / scale 1"=50' feet SHEET 24 of 224 SEE SHEET 25 SEE BELOW SEE SHEET 24 N LOD \ \ 'Q N 1lIS \ \ '\do 4996 \ Lo j "99 °/ / `— o LLJ \� Cn X ° w lh �° / / / / / o �� �� �4989 DRAWN BRB J A CHECKED DAP �0 �� \ � o DESIGNED BRB FILENAME \ a "� _ _ I �ry � / � / � KEY MAP 0009 EROSION N.T.S. INITIAL BMP S: p0 L/ °° �� / Q,P•....,c STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY VO��• �JP� �� \ / o, WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION Q G \,l�' \ �'\�' \ / 0C WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP G PQ \)�-, U' \ \ \� O / //� / / KITS) • SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND Q� p� O• y . lv // MOUNTAIN VISTA DR 1.O�F •�• THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE TONAL CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE 4988 MAJORITY OF CONSTRUCTION BEGINS.I / / , INTERIM AND FINAL BMP S: AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: TEMPORARY SEEDING MULCHING • SURFACE ROUGHENING ��OX\\\ \2j� �\ <p / ADDITIONAL SILT FENCE CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE � \ �\S UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. / ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL \ ` _- �\\ \\ \ / / / / / STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL \ �'�c ° / /// RECEIVE SURFACE ROUGHENING. J ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED j II \ \>\\\\\\ \ \ ��. / �Q�/ / /�gg8 AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE 0 \ \ / OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY 0 cn I \ \ \ / / / AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH c i T � USED. THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED GRADING OPERATIONS. Q 0 Z O F l / ( Do REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF C 00 0 \\ BEST MANAGEMENT PRACTICES. V O D Uj o \� 1 I IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND co ch IMPLEMENT THE SWMP PAN. THESE EROSION CONTROL PANS Q Z PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE 0 �j� IMPLEMENTATION OF THE PAN AND DO NOT NECESSARILY CIO / r \ \ \�� \ CONSTRUCTION. B NEEDED THESE PLANS NEEDED TO BE U DATED, BY THE �0 \ I / �� � \ \\ �' CONTRACTOR, THROUGHOUT CONSTRUCTION. Q Cn o L / // 0 \ F EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES zcr GREATER THAN 3:1. PROPEX ANDLOK CS2, OR OTHER Z W BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO O I ) lI O0 PREVENT ANIMAL ENTRAPMENT. 00 \ LEGEND - ch V_ j \\' \ \ \\ LIMIT OF DISTURBANCE L�O \R� FLOW ARROWS � Z I � 0� � I F `�s, ° `� \ \ STABILIZED STAGING AREA ssA 0 CONCRETE WASHOUT AREA cwA O I I QO, VEHICLE TRACKING CONTROL LOD I FF� _ _ \ \� / SILT FENCE sF SILT LOD 0) LOD Op e T \ \ c \ \\ I I - 40� 001 \ \ \ \ I \ I / I\ 1 U \ \ \ \ \ \ \ \ \\ I \ I a0-1 996' \ TST, INC. CONSULTING ENGINEERS I I i / \ \ \� 748 Whalers Way I I LOD �� Suite 200 Fort Collins I 1 � / f 1 \ OyF Colorado 80525 Phone: 970.226.0557 JOB NO. I I \ V�o 1230.0009.00 I I � _ �� \ 4996 �/ � ) \ �� \ �� I \ / / / e V SCALE 1,. = 50' I II \1 4995 l \ 50 0 50 10o DAB OCTOBER 2024 I - 1 R`99� / \ 1 \ \ \ \ Oy scale 1"=50' feet SHEET � � � \ \ / \ \\ F� 25 of 224 SEE ABOVE N f T I Lo 9�j ' w 04 19 o R9�9986 �, LOD LOD_ LOD - - - LODa LOD — - - - - - - - - - - - - - o Q 0 0 LOD —\ -� LODIle � \ LOD 19 LOD LOD 4984 4983 W \/ \ �� \ _ LOD - - - - — — - - - - - - ` � — 4986 4985 Q01 DRAWN _ — _ _ _ _ r a0� a0� w BRB � \ _ — — — — — a0- CHECKED � \ 9854984 - - - _ - - _ - - - - a01 VJ DAP \ 4 - ao-i ao� Opp _ - - - �_ _ _ _ - - - - - - - - a0� \ L-L — — — — DESIGNED - GO-1 BRB \ a0- i/ FILENAME Qo� KEY MAP 0009_EROSION 1919 � � ,� \ \ y T.S. \ j 4988 INITIAL BMP'S• pp0•L/c �- -r I ,-T -�_ ,► _ T �--i1-� � - STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY VOA• �1•Q OvP �� 2� \ �\� \ \ — _ _ �► _ _ _ _ _ _ _ _ _ _ _ - - �0 G _ WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION � \ \���� -� '� ,► �I t,� �I �` - - - - - - - �SS�SS SS WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP G KITS) L SS�SS SS SS 1 MOUNTAINEVISTAADRAl10N ADJACENT TO TIMBERLINE RD ANDSILT Q �p� �O• t� f"Cm SS� J ` NO .0090-0 0 THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE S/OVAL CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE MAJORITY OF CONSTRUCTION BEGINS. INTERIM AND FINAL BMP'S: AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE \\ TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: 0 TEMPORARY SEEDING MULCHING 0 SURFACE ROUGHENING OD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD, � LOD LOD LOD LOD _ — _ — _ _ _ — ADDITIONAL SILT FENCE _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS - - - - - - - - - - --- - - - - - - - - - - - - - - - 3 - - - - FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. z 4980 W 4983 4982 ft 4983 4982 4981 983 4982 4981 _ - — _ m ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL 4984 4984 '^^' ���'' 4985 - - - - - - - - - - - - - - - - - -�78 - - - - - - - - - - - - - - - — QO-I W STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL - - - - - - - - - - - - - - - - - - - - - - - - - - - -4986- - - - - - �- - —_ - - - - - - - - - - — — — — — — — — — -4985— — — — RECEIVE SURFACE ROUGHENING. o a0� a0� a0-i a0-1 a0-1 a0-�� ao� a0� a0� a0-1 _ a0� a0� a0� ao� ao� a. _ ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL Z \ STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED J / AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE O O 4. I OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCHco co USED. _ THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED GRADING OPERATIONS. Q Q Z ao O Cn REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF In BEST MANAGEMENT PRACTICES. W U - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND CO SS SS SS SS SS SS SS SS SS SS SS SSA, SS SS SS SS SS SS SS SS SS SS SS SS SS—�� � � IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS Q Z SS SS SS SS _ _ _ - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE O - - - - - - - - - - - - - ��I — — — — — T� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — / Q — _ _ IMPLEMENTAl10N OF THE PLAN AND DO NOT NECESSARILY — — — — — — — — y I 1 y SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING > CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE CO CONTRACTOR, THROUGHOUT CONSTRUCTION. < O EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES cr GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER Z W BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO O SEE SHEET MIDDLE PREVENT ANIMAL ENTRAPMENT. � � J LEGEND Q LIMIT OF DISTURBANCE I LW \\�06 ,� o FLOW ARROWS Z STABILIZED STAGING AREA ssA S CIO� \\ \\ o I I CONCRETE WASHOUT AREA cwAO \ \\ \ \ I I VEHICLE TRACKING CONTROL � SILT FENCE sF SILT 4 op `\ °D o goo I I \ \ SS \ \ \ \ \ '7p� \ LOD\ � D o \ \ \ \ L ► � I I I I OO x I \\S \\ �p� LOD LOD LOD LOD LOD o I I I I I / S. �� \ _ _ __ _ � - - - - � - - - - INC. � - - - - - j II I TST \ \\ \ \ O ! I I I I I I CONSULTING ENGINEERS GO LOD LOD LOD 748 Whalers Way I I I Suite 200 Fort Collins S Colorado 80525 Qp j Phone: 970.226.0557 \\ \ , 4980 4979 4978 j I JOB NO. 4981 a0, �O� 1230.0009.00 001 4984 4983 4982 1 - SCALE \ 4986 � I ' _ 4985 - - - - - - - - - -� - - - - a �- - - � 1 = 50 \\ \ 4987 O o (— /-4987 001 0-61 a0� a0-1 o i�- I DATE \\S \ TIT ! 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LONGWOOD DR \ rl I \ / / SF / INITIAL BMP,S• Pp0•L o 5005 :'\ SCL \ 1\ 1\ \ /' / r �� �� /' \ \ STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY 777`77 - 7'• - ( -� WASTE DISPOSAL AREAS FUELING AND CONSTRUCTION ' ,;` ':� \ ! SCL \ \ \ \ \ /' / / ( / ' W FILLING S �N LOCATION OF SPILL CLEAN UP PQQ �G SCL \ WATER AREAS, AND A A `�G KITS) Q GO : 0: cc \ \ \ \ _ s s / / sg SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND •....• G °°� oo \ \ 1 \� \ �, `s °o °°s \ \ / // // / / ° MOUNTAIN VISTA DR 0'� •.• �' ' \ °� THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE TONAL E \ - ` \ '"' X \ ( \ \ / ✓ / �� ;�'/ / / CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE MAJORITY OF CONSTRUCTION BEGINS. �S INTERIM AND FINAL BMP S: SCL :. _: . 5p06 o .... .. ✓ ``'" \ v \ ` , / ✓/ AFTER THE INITIAL FILLING AND GRADING OF THE SITE THE •�• ''` '' ' o \ ./ o CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE :\. o0 9 o I S 6 7 / TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: 0 0 / S F 5 \i �• I Y TEMPORAR SEEDING 9 \ / z \ � MULCHING \ SURFACE ROUGHENING SCLi� 1 \o o.' : •. . \ / �� ��\ \\ \ \ \ J /' / , / ,/ 1 ADDITIONAL SILT FENCE . \) — SCL \ \ I \ \ CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS o \ \ \ \ / \ \ \ '/ J� ' FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE \ o '� \ i \\ \ ' J �' ✓ l' ' s I UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. Z _ o SCL \ \ 1 ( \ \ \ \ \ \\ / �/ o° \ \ J`s ,,Oro \ ��'� I \\ \ I /\ \ '� / / / - �/ n / \ ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL N STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL J \ \ \ RECEIVE SURFACE ROUGHENING. 0. 5005 \ / ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL Lo �o�SCL © \ � �'\ // STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED ( - AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE O O W �° / ` \ \ ��" SF /' OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY — \ so 5pp6 \ -�� \ T \ �_ / / of \ AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH ( SCL II �� 1 USED. — F- \ \ / / so o I 1 \ THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED > Z o \ F- ob, — \ / \ GRADING OPERATIONS. o - o \ \ SCL o - o \ \ _ \. \\ soo / / o� \ \ \ REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF m U o \ \ so r / / \ \ \ 1 BEST MANAGEMENT PRACTICES. W ,� � < o \ SCL .: \ oo ) '"� / �� / ' �� \ \ 15p06 �� IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND Z }. o �, s \ \ IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANSwoo /' 003 \ \ PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE O -• - -- / / \ IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY Q Z .. � � / � \ SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING I rn r / � .m 4 r \ \ rn 5006 5 o CONSTRUCTION. THESE PLANS NEED TO BE UPDATED BY THE r �• r C, O / r \ I I CONTRACTOR THROUGHOUT CONSTRUCTION. SCL I 5006 o �' cv / ' /� `r / \ \ \ I 1 0 o s 00 \ \ \ I EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES •y s--� I oo SCL ` / SF \ \ GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER Z W 0 0 00 �� i/�-/ I \ \ BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO o co .... r ,� � '0 1 I o: :C -' � // � � � / � \\ \ I I PREVENT ANIMAL ENTRAPMENT. to O I \ 'r .;.. •:,.I: I O° LO � Aso LEGEND I LIMIT OF DISTURBANCE W SCL u u l� a SCL SC I .. 7 FLOW ARROWS STABILIZED STAGING AREA ssA Z CONCRETE WASHOUT AREA cwA VEHICLE TRACKING CONTROL O MONTAVA AVE SILT FENCE sF SILT °04 SEDIMENT CONTROL LOG scL CURB INLET PROTECTION so° 1 ( \ DROP INLET PROTECTION DIP-2 SCL �\ I SCL RIPRAP RP 7 to I: I SCL ° I ' � �, SCL SCL — — — — 1 — — — . �/ / I I \ TST, INC. 5005 ''i � / /� / \ � I ONSULTING ENGINEER 748 Whalers Way O / 1 I T Suite 200 Fort Collins: h / I Colorado 80525 4 _ 1 1 O / / 7 I O O J Phone: 9 0.226.0557 n h I I � 5005 p0 / �� / / / � � I JOB NO. 1230.0009.00 \ SCL � � SCALE 1" = 50' /5003 SF 1 I I 50 0 50 100 DATE OCTOBER 2024 y y � � � � / / � / scale 1"=50' feet SHEET 29 of 224 SEE SHEET 30 SEE SHEET 28 SEE SHEET 29 o scL c i S F 5005 •,�, r a I I 0 s f 4, ;4: — i :A D IP 2 'ALLEY B♦ J — •d DIP 2 4 _ O J' - • i i r , f O ^ 5 O N J — o I � h 5005 pp � ell z 1 5004 O U) 1 1 r r - ° S NLLI LLI o \ L 4 J 5003 0 I SCLLU r F / w �_ F o m o� I I- DRAWN / 1 I BRB p I I I F r pp \ SCL DAP 5° � / DESIGNED � �p / BRB L I \ — I l Gj / FILENAME \0 �, \ _ KEY MAP 0009_EROSION rn p�99 L _ - >\ �, N.T.S. INITIAL BMP'S: pp0 L/c STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY O".�••• •• JP�' �J WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION _ \ \ �- I ( ` WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP SF G CIP 1 1 S rn \ - `� - � - �` o°' /� � KITS 0� � � CIP-1 1 I \ 1 / a°' / SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND Q��OO�G MOUNTAIN VISTA DR O� .....••',G� rn J `� - - - - - - - - - - - - - - - -- - TONAL —�— — — — — — — \ o^� � � / / / \ THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE RP --- \ ,� MAJORITY OF CONSTRUCTION BEGINSCONTRACTOR ARE INTENDED TO BE . BEFORE THE CIP-1 � _ \ o, / / // / / / ' INTERIM AND FINAL BMP'S: \ + GOODHEART DR _ �� \ `:`� / / AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE RP \ bo°po�O y J �// 1 / \ CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE \ � — — \ \ � � �♦ �\ �,�� � � � /� / �\ / ( / � �MTEMPORARY SEEDING PORARY EROSION EVENTION CONTROLS SUCH AS: 0 3 —J J / I \ � � .,�::��.:':: �\ � axe ,�`� h \ MULCHING 7 \ ,5 `�/ /' \ \\ �` • SURFACE ROUGHENING ADDITIONAL SILT FENCE \ \ CO INSTALLED AS THE S TRANSITIONS - - - - - - _ � - - - - _ — - � � °` SCL SCL I h°° — — — _ , - ` � -. ' � / ,' � i \�./� CONTROLS ARE TO BE INST SITE E FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. Z ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL p :.. '.. '� / ✓� / STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL J 0 \ \ \ '• >: ..: goo , // / / RECEIVE SURFACE ROUGHENING. 0. I 1 �C \ . +'.:`_ I / / J� 1 ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL Z J SF STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE O O 1 \ °` `'R� �:...; \ -;y / ,�✓ / / (/ I OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH USED. 00 / } '..:,:,. tip. 1 / \ - 9� CIP-1 `. SF / THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED Z GRADING OPERATIONS. REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF m U 1 \ \ \ I F \ CIP-1 �/� SF /, I \ BEST MANAGEMENT PRACTICES. W IT IS THE CONTRACTORS RESPONSIBILITY TO READ AND rn / IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS Q 0 rn IMPLEMENTATIOPROVIDE A N OF OTH PLAN AND DO NOT R THE CONTRACTOR O NECESSARILY DOCUMENT HE CO / SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING > 0 CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE \ 0 rn I ( '`. / / / / CONTRACTOR, THROUGHOUT CONSTRUCTION. Q O \ J SCL / / /' \ I GREATER THAN 3:1 EROSION CONTROL BLANKETS PRO X SLANDLOK CS2HALL BE D OR OTHER ON ALL LOPES z W I ` ) , / ' BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO // / // / PREVENT ANIMAL ENTRAPMENT. 0 — \ �' \ / \ LEGEND LIMIT OF DISTURBANCE W 0 N \ \ \ ,� \ J I � I \ � � / � /� / / '\ � FLOW ARROWS ,� STABILIZED STAGING AREA ssA Z 1 SCL � �/ I �' / / �/ / CONCRETE WASHOUT AREA cWA \ ) I \ / / / VEHICLE TRACKING CONTROL vrc SILT FENCE SF SILT SEDIMENT CONTROL LOG scL CURB INLET PROTECTIONLO CY) o I I 1 / / ,� /yam / DROP INLET PROTECTION DIP-2 RIPRAP RP l \ 1 1 \ ,� l\ / y / , � ,� T8T, INC. 1 �— /`� / CONSULTING ENGINEERS A9 A� ( I I / \ ✓ j� l Su te8200alers Way Fo t Collins SCL \ / Colorado 80525 p I I / / / i Phone: 970.226.0557 \ O / `>'/ — JOB N0. 1 \ SCL / SF / i 1230.0009.00 SCALE LOD 1" = 50' SF DATE V 50 0 50 Too OCTOBER 2024 \ / , / / C� scale 1"=50' feet SHEET 4996 SEE SHEET 31 30 of 224 SEE BELOW SEE SHEET 30 N LOD I Cn I ���� N \, I I \ - SF \ I I 14996 \, I 41 \ I II00l 4995 o r/ gyp/ / / r o ' SCL I - y R9 I I ho il, / / 5 o \ I II Z90 I goo° �o // w� w 4989 moo boo / 000m DRAWN / / / � BRB T—� OO �� � � // / // � CHECKED DAP DESIGNED \\\ 1 1 I aoo / / I BRB I / / �p"� // / // / FILENAME SCL a "� 0009 EROSION O � // KEY MAP N.T.S. ��,°� / / �/ / INITIAL BMP'S: STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY / / / / / o, WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION40 \O' \ \\�' / / / �' WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP ��- U'' \ 74( KITS) �� SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND O MOUNTAIN VISTA DR // / THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE S�ONA; / E� CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE I MAJORITY OF CONSTRUCTION BEGINS.,�/ F \\ \ �. INTERIM AND FINAL BMP'S: cP� j\\\\ 4988 \ SF AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE \\ / / TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: \\ �, / / / TEMPORARY SEEDING \\ \ SCL / O // / / / MULCHING • SURFACE ROUGHENING �O\\ \ \` / Q / / / ADDITIONAL SILT FENCE CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE \ UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. Z ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL J I (f) I - '� -� \ \'�' rr ° / % / RECEIVE SURFACE ROUGHENING. a. AA STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL Z J AND BE SPAD EVENLY AT A RATE OF 2�TONS PERULCHED. M ACRE ANDULD SHALLL BET ACKED OR FASTENED BY O O cn SF / / // �� T UAN SEDPPROVED METHOD SUITABLE FOR THE TYPE OF MULCH co cr \ . L �/ / / THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED Z II \ \ \ / GRADING OPERATIONS. Q 0 O �. F��. � j/ o � BESTR TO THE SP REPORT MAN EMENT PRACTICESFOR A DETAILED DESCRIPTION OF �0 oy - �// \� IIT IS THE CONTRACTOR'S MPLEMENT P NT THE SWMP THESE EROSION A CONTROL PLANS � C0 Z \� \\ PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE O IMPLEMENTATION OF THE PAN AND DO NOT NECESSARILYSHOW ALL OF BMPS THAT WILL DURING O� I \ \ '\� �, CONSTRUCTION.THETHESE PLANS NEED BED E NBE DU DATED, BY THE I / CONTRACTOR, THROUGHOUT CONSTRUCTION. Q O EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES GREATER THAN 3:1. PROPEX ANDLOK CS2, OR OTHER Z W BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO I 1 00 \ / ���� \ \\\ \\ PREVENT ANIMAL ENTRAPMENT. O � \ \ \ \\\ LEG oNDLIMIT STURBANCE LOD Uj I cU'n I ` \ Cb FLOW ARROWS CIO z I STABILIZED STAGING AREA SSA 0 — \ J CONCRETE WASHOUT AREA E I v7 1 \ I \ \ I � AO / O VEHICLE TRACKING CONTROL vrc _ 1 I I _ CIO� LOD I rn �/ �— \_ � �\ \ \�� � °9� SILT FENCE SF� SILT I II LOD SEDIMENT CONTROL LOG scL �,T I LOD OD O � I \ 00� \ \ \ \ \ \\ CURB INLET PROTECTION CIP-1 I ! Imom - \ \ \ \ Off, I� n 1 401 DROP INLET PROTECTION DIP-2 I 1 - 401 QO-I o RIPRAP RP I I � SCL I I \ 1 I \ \\ TS INC. CONSULTING I � ENGINEERS \ \� 748 Whalers Way I I LOD �� ( I / �� \ Suite 200 Fort Collins 1 \ / // \ Colorado 80525 I \ ��� 1115 `�\h vryF Phone: 970.226.0557 Ln I JOB N0. I do \ \ / \ \ 1230.0009.00 4996 I I1 \ / / / e V SCALE 1,. = 50' I I00 \1 4995 � I 50 0 50 100 DAB OCTOBER 2024 R`9 SHEET 00 1 \ \ \ scale 1"=50' feet SEE ABOVE 31 of 224 N , U) IZ z LD LLI r L �. I LOD LOD_ — scL O� - - LOD _ _ — _ _ _ o 0 4988 ,T Opp\ �` '� - LOD — _ LOD _ - - �- - LOD � LOD — _ - - - - _ - - w m LOD — — — _ — /� LOD - - _ _ — _ _ — � - - - ' - - 49844983 - - - - - - - - ` - - - - - - - W LOD — — — — _ — — — — _4986 — — — _ — _ — aO-1 aO� (/� DRAWN BRB '0z — SCL _ _ - - - - - - - - a01 ao1 w r � CHECKED 4984 - - - - - - - - - - - - - ao1 ao1 I DAP 4985 — /// - - - - - -� a01 a01 F DESIGNED >-1.- - _ - - - - � - - - - - -`— _ a01 � L BRB -� FILENAME r � a0� KEY MAP 0009_EROSION 1 � � y l � j _ ' T.S. ,� i49861- INITIAL BMP S: p0 L/ 4988 Tom_ _-_7 _--I -r- 1 -T- I - r� -r �-� -- -T i�� �- T p` •• �, TI ITT T T , ,-r - r_ ,► T T �-, � _ - - - - - - - _ - STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY O"••'a0� G�P�' G� - I � ss�ss- - WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION V• - C /-� �� �SS KITS) �SS WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP G pQ _ _ - - SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND Q� p� �O• MOUNTAIN VISTA DR �G� •.•G� THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE S/ONAL E� CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE MAJORITY OF CONSTRUCTION BEGINS. INTERIM AND FINAL BMP'S: AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: VOID TEMPORARY SEEDING MULCHING SURFACE ROUGHENING OD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD­, LOD LOD LOD LOD ADDITIONAL SILT FENCE — — CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS — --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE sc L _ 4980 _ W UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. Z SCL 4982 SCL 4982 4981 SCL 4982 4981 _ - — _ _ m ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL J 4983 4983 4983 — — — 1 W STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL 4985 4984 4984 _ _ _ _ _ _ _ - -- _ _ 4984_ — - - — — — — - - - — — — aO RECEIVE SURFACE ROUGHENING. - - - - a. - - - - - - - - - -4986- - - - - - - - - - - - - - - - - - - o a0-1 a01 GM a0-1 am� a0-1 a0� a0� a0-i _ a01 a0-i a01 a0-1 ao1 � m a0� \ \ ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL Z J Q STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED O O W I AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE al -� I OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY — Q r AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH � I" USED. — f � _ THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED > Z 4� GRADING OPERATIONS. � — a O U / REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF V -il slyly SS BEST MANAGEMENT PRACTICES. W — - - - - - - - - — — — — — —L — — — — — — — — IT IS THE CONTRACTORS RESPONSIBILITY TO READ AND �/� Z — — — — — — — — — — — — — — — — — — — — — — — — — — — SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS„ SS SS SS SS SS SS SS SS SS SS SS SS SS 1 IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS Q - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - J PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE O - - - - - - - - - - - - - IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY Q - - - - - - - - -,� -�I y y �, _ SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING > CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE > O CONTRACTOR, THROUGHOUT CONSTRUCTION. 0 EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER Z W BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO O PREVENT ANIMAL ENTRAPMENT. LEGEND \ \ oC LIMIT OF DISTURBANCE LOD W FLOW ARROWS I— STABILIZED STAGING AREACIO SSA 0 — \ \\ I I CONCRETE WASHOUT AREA cwA O `rS \ 40 -1 T o I III VEHICLE TRACKING CONTROL vTc SILT FENCE sF —SILT- 4 QO = I - III SEDIMENT CONTROL LOG sGL � S � \ �� O, \\� \ �`' �, 0 W CURB INLET PROTECTION CIP-1 DROP INLET PROTECTION DIP-2 ❑p S Ld \ cps \ LSD o I I I I RIPRAP RP \S Lop I I I I I \ \\ s s04 LOD LOD LOD LOD LOD I I I s5 o _ ; � - -� - --- - - - - - - - - III I TST, INC. o I SS \ o CONSULTING ENGINEERS LODIL D LOD 748 Whalers Way \ I I I Suite 200 Fort Collins S Colorado 80525 OQ SCE 4979 4978 ` I Phone: 970.226.0557 SS \� 4981 4980 1230.0009.00 \ 4983 4982 GM 60� I 4984 SCALE 1 50' 001� 0 - .- .- - - .- .-0.- ._ .- - - -0- - - - - - - O.. _.ee \ �lJI 1�I ii I III II 1I I DATE 1 a01 OCTOBER 2024SS 50 o 50 100 SHEET scale 1n-50' feet 32 of 224 �1 ��� ��� ••• a I ' • • 1 - • : •- - • ' Imo, =♦`,�� ;\O`��0�����``,���'' • ME �� � ` •• � i" ' � •• I _ e�#1i. 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GWOOD DR /I INITIAL BMP S. pp0 L/c 5005 1 \ \ 1 o / / / \ STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY C�'�• ' >• ' ` • - ' ' ` :' • " ; '>"• k \ / - / \ WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION \ / ` WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP \1 i \\ \ \ \ I \ \ / / KITS) o ^ ^ >\ \ \ _ oo / // ' / s o� SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND Q �p� • s / / o MOUNTAIN VISTA DR THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE / J \ '' \. \ \ 1 \\ \ \ / ✓ �i / /�O// ' /' \ \ \ CONTRACTOR ARE INTENDED TO BE MAJORITY OF CONSTRUCTION BEGINS INSTALLED BEFORE THE \S °o� INTERIM AND FINAL BMP S: .T •^ — L — J:. so ` \ \ �I AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE .. .>.-.. M. . \ ` s c o \ / o 0 /, CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE � o 0 I S 6 / TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: 0 0 5 i \ X r i`� O TEMPORARY SEEDING O l � MULCHING SURFACE ROUGHENING ADDITIONAL SILT FENCE CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS � \ , \ ` \ \ ' p+ \ \ t \ \ / / , \ I FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE 1 0 1 \ . :� \ ( �\ \ \ \ \ \\ / J / \ UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. so . ...... \ \ / 911 \ ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL V / I STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL I— �� �- J \ \ \ J� / / \ RECEIVE SURFACE ROUGHENING. f / / I a. ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL .' o E MV /5005 / °� \ \ o \ / STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED ` .� Mu `o� © _ � / , _ _ / 1 AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE O W `.� �, \ \ / _/�� / ^ / — 'so \ \ OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY 1 - O °- AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH • �I \ I \ _--�-' / // �( ) \ USED. cc \ \ cv \ \ S°o soos I 1 \ THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED oV \ / y S \ GRADING OPERATIONS. Z o � \. \ s°° l /, / , °o� \ \ \ REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF m O Ln < \ ` \ \ 1 \ \ s / / / \ \ \ 1 \ BEST MANAGEMENT PRACTICES. W \ o .. 15p06 ° S° l / -f �i r \ \ \ IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND CO u \\ woo ., s ,.,: -.,: . ...-jK. ...• . . .�. � : \ \ \ PROVIDE NA PLACE OR THE CONTRACTOR TO DOCUMENTTHEIMPLEN . . .. . . .. . go s :.. . ... t.... . ,.;: `-:: rn / / O / SHOW ALLOFOTHE BMPS THAT WILL BE NEEDED N OF THE PLAN AND DO NOT CDUR DURING — ,,... Oq . s.. I: r� / , / i 0 50os CONSTRUCTION. THESE PLANS NEED TO BE UPDATED BY THE 5 � / \ , � \ CONTRACTOR THROUGHOUT CONSTRUCTION. Q O o ` / / OHO / i i / \ \ \\ \ EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES oo o ,� / % / I \ \ I GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER Z m o ° / BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO O W ,n \ co co l I o' ::,`. . `c-' � // � � � r / I \\ \ I I PREVENT ANIMAL ENTRAPMENT. 0 o I L: :.`: : I 0 / r / J o � � / \ ' . °°� � rn / Aso � \\ \ I / ,, o�\ ,,,- LEGEND Q Mu / '�' 1 \ LIMIT OF DISTURBANCE wD Z FLOW ARROWS - E / / `/ / / \ \ 1 �\ SEEDING AND MULCHING Mu RIPRAP 0 MONTAVA AVE<`'� ° o \ � TST, INC. CONSULTING ENGINEERS 5005 / 1 ,,. MU 748 Whalers Way O / I Suite 200 Fort Collins h / i I Colorado 80525 4 _ 1 1 O / / 7 I O O J Phone: 9 0.226.0557 n h I � 7Lw 5005 00 / �� /� / / 1 � I JOB NO. 1230.0009.00 SCALE 1» — 50' / \ I I � � \ I 50 0 50 10o DATE OCTOBER 2024s003 scale 1"=50' feet SHEET 35 of 224 SEE SHEET 36 SEE SHEET 34 SEE SHEET 35 FT 1 . i I - r t r" MU O s f 4, • r ` r • Z ♦'4 • . .. . _ LLEY A .. . ALLEY B . . .. . ,.. , J •` ♦ � .. a. . ,- - O 0.:. ,... - '.. .. • ♦ -. .. .. - vt.- .. _r- Tom. -..-+, doll 1 L 5004 U LLJ t - o \ � \ 5003 � o O Y I I r F / w r i E- E o I DRAWN BRB CHECKED DAP DESIGNED BRB — I / Gj FILENAME O _ \ �9g oo KEY MAP 0009_EROSION INITIAL BMP'S: pp0 L/c STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY O".�••• •• JP�' �J rn \ WASTE DISPOSAL AREAS FUELING AND CONSTRUCTION / WATER FILLING AREAS AND LOCATION OF SPILL CLEAN UP KITS .�G p�S SILT>FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND Op�G rn ^ r r I - 3. / / / / MOUNTAIN VISTA DR 0AI .....••',•�' - - - - - - - - -- -� -�- _ _ _ - - o \ o °o / // �. THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE ONAL _ c°a�°' y CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE RP i _ ,� / / / / MAJORITY OF CONSTRUCTION BEGINS. INTERIM AND FINAL BMP S: RP w� GOODHEART DR _ � � ` `�I �y o off°` / / /� / �/ // AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE \ p �°'�c 1�/ \ \ TEMCORAGRY SEEDING MUL-\ I _ ��� � / ' \ \ I SURFACE ROUGHENING - - o� / \ / \\ ADDITIONAL SILT FENCE i CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS \ y _ FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE ' UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL \ / '� ✓ //j STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL 1 \ \ �" ��°'� /' , RECEIVE SURFACE ROUGHENING. ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED z \ 1 C < .� y / / , �/ AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE O \ , \ °` \ y / ,�J OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY — O AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCHCIO i I - o cc \ ' �` 'AT THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED GRADING OPERATIONS. Z �/ \ l / REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF m O \ \ \ I `':', �� / // I ! BEST MANAGEMENT PRACTICES. �w IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND CIO \ I \ / - �" ; / - / \ I IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS � Q Z / / I PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY Q Z O SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING > a — \ O CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE C0 J I \ 1 / // / \ CONTRACTOR, THROUGHOUT CONSTRUCTION. Q EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES F O GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER Z I \ ) / / // / / BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO O W /� PREVENT ANIMAL ENTRAPMENT. - \ \ �� , '' LEGEND Q \ I I \ �, A \ / , LIMIT OF DISTURBANCE wv Z \ O I N — J FLOW ARROWS U. \ c \ \ o^ SEEDING AND MULCHING Mu I ►l I \ / / / J / RIPRAP RP rn o 40� \ 1 \ � TST, INC. CONSULTING ENGINEERS A,99 748 Whalers Way � 1 ( I I / \ / � ✓ / � � Suite 200 Fort Collins \ p0 I I �J / j� /� ' i Phone:Col 970.226.0557 JOB NO. 1230.0009.00 -T] 7 I \� SCALE LOD � / / // // / 1» = 50' / C ' l � / /� % 50 0 50 100 DATE OCTOBER 2024 / 4996 scale 1"=50' feet SHEET / 36 of 224 SEE SHEET 37 SEE BELOW SEE SHEET 36 N II \ \ LOD IQ �0IP I41rl \ / \ I I 4995 // p/ �/ / r Mu (10 OU) o \ I II � � J \ / �/ �/ y v N, w \4989 1 \ o� / / // // /, 000 DRAWN BRB �- \ \' � ,' / � CHECKED r ,J \ \ \ \ 06 `� / DAP N BRB FILENAME KEY MAP 0009 EROSION N.T.S. INITIAL BMP'S: STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION \<1l�' / C'o, WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP KITS) SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND MOUNTAIN VISTA DR O� ?G�� THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE S�ONAI- E� \ . \ \ \ // // / /� CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE T \\ \ 1 I / / / \\{ MAJORITY OF CONSTRUCTION BEGINS.\k\ 4988 /\ ,�/ / \\ \ INTERIM AND FINAL BMP'S: AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE / CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE / TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: TEMPORARY SEEDING MULCHING SURFACE ROUGHENING 2j0 \'\ / ADDITIONAL SILT FENCE �\ ? / CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE TIONS CHANGE.UPDATED AND FIELD CHANGED AS SITE CON DI ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL Z —r— i STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL RECEIVE SURFACE ROUGHENING. CA ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED Z AND ULCHED.OF 2M TONS PERM MACRE ANDUSHABL BET ACKED OR FASTENED BY O J\ / I cn I \ \\�0�� �' \ �' �- /� / _ AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH O o /� / / / ,J �� - - - - - - - � / USED. — cr THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED GRADING OPERATIONS. Q 0 Z tiF�,\ / (\�OQ REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF O IITO READ AND CO co '\ /\� BEST MANAGEMENT PRACTICES. D W U' OO � IMPLEMENT NT THE SWMP IT IS THE CONTRACTOR'S REPONSIBILITY THESE EROSION A CONTROL PLANS\�\ Z PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE IMPLEMENTATION OF THE PAN AND DO NOT NECESSARILY Q Z O� I \ \ \� �, SHOW ALL OF THE B NEEDED CONSTRUCTION THESE PLANS NEEDED TO BE U DATED, BY THE co CONTRACTOR, THROUGHOUT CONSTRUCTION. Q EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES GREATER THAN 3:1. PROPEX ANDLOK CS2, OR OTHER Z BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO W I 1 CIO / ���� \ \\\ \\ PREVENT ANIMAL ENTRAPMENT. O I I 1 I � � 2 J \ \ \\\ LEGEND Q ch LIMIT OF DISTURBANCE LOB Z I U' I > CIO _ I \R9 \ \\ FLOW ARROWSU. II I 0 moo,� I IF �Q / RP SEEDING AND MULCHING ��---► I \ 1 I o I 1 \ 411I \ I // a / \ \\\\ \� RIPRAP RP 120 _ LO LOD I 0) LOD LOD Op T \ \ \ \\ 001 I�\u, ; 40l \ \ \X \ \\ I N\ \ 719 TS INC. CONSULTING I � ENGINEERS \� 748 Whalers Way LOD� I I \ ��I \ Suite 200 Fort Collins l Colorado 80525 II 1 �IQ� � / \�, �F Phone: 970.226.0557 (h I Q �, \ V JOB NO. I I o OD \ / �� \ 1 ' \\ \ 1230.0009.00 I I -I 499641- �/ \ I Co 0' V SCALE ° 1" = 50' I a � \ I I u 4995 1 �\ \ M / 50 0 50 100 DAB OCTOBER 2024 p \ II I \ \ "IQ scale 1 \ \ \ scale 1"=50' feet SHEET \ I � o � � � \ \ / \ �\ `�� 37 of 224 SEE ABOVE N , U) a_ z LD LLI Wlop wLOD 011111— `✓ �o / �� ! I /,� �. /� w / \ LODLOD'498 _ _ _ 8 r` \\ � � — _ - - - - - - _ _ - - - - -a LOD \ LOD w m LOD 4983 _ w LODp - LOD _ � - - - - Y — -Mu 4985 4984 - - _ _ - - - - - ` - - ` � _ GO-1 USDRAWN _/ \\\ \ _ - - - - - - - - - - - - _ - -4986 _ - - - - - (30-1BRB 0� \ �� — — — — a01 GO w CHECKED -Mu 4984 MU - - - - - - - _ _ — - - - _ GO-1 (n DAP 4985 - - - ^— a01 — a01 a01 F DESIGNED 77 _ - _ _ -�- - ao1 L J� BRB a0-1 // FILENAME °0� KEY MAP 0009_EROSION 6) `� ,� \ � ' T.S. ,� i49861— INITIAL BMP S: p0 L/ 4988 Tom_ —� T p` •• �, TI ITT T T , ,—r - r_ ,► _ T, T -4 At _ _ _ _ — _ — _ — — STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY O"••'a0� G�P�' G� `� '' I WASTE DISPOSAL AREAS, FUELING AND CONSTRUCTION V• — — — — — — — �SS�SS WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP G pQ S'�cZ�G \ -- �' �— _ _ - - - - - - - -� — �ss�ss _ _ _ - - KITS) ���� G0� �� �SS�SS SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND Q� p� �O• SS�sS�sS — _ — — y MOUNTAIN VISTA DR �G� •.•G�•....• THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE S/ONAk- E� CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE MAJORITY OF CONSTRUCTION BEGINS. INTERIM AND FINAL BMP'S: AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE TEMPORARY EROSION PREVENTION CONTROLS SUCH AS: VOD TEMPORARY SEEDING f MULCHING 0 SURFACE ROUGHENING OD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD-, LOD LOD — — _ LOD — — —LOD _ _ — _ _ _ _ — ADDITIONAL SILT FENCE - - - - - - - - - - — — — CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS — — — — — — — — — — — — — — — — — — — — — — — — — — FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE MU MU Mu UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. 4980 _ w Z 4983 4982 4983 4982 4981 '� 4983 4982 4981 — -- — -- — _ _ m ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL A 11�A - �� w STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL Q 4985 — —�ao�r_ — — — 4984 — — — — — — — — — — — — — — — — — — — — - - - - - - - -4986- - - - - - - - - -= - - - - - - - - - — — — — - - - - - - 49854984 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - QO RECEIVE SURFACE ROUGHENING. 001 001 001 a0� a0-1 a0-1 00-1 a0� a01 a0-i _ a01 ao-1 ao1 ao� \ ao1 0. _ � \ ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL Z / STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE O J all -� I I OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY O Q r AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH � I" USED. f � _ THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED 4� GRADING OPERATIONS. 0 Q Z 00 U REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF O -il slyly SS BEST MANAGEMENT PRACTICES. LV �—` - - - - - - - � S / � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — - - - - - - - - - - - - - - - - - - - - - - � � - - - - S - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IT IS THE CONTRACTORS N. THESE ER TO READ AND SS SS SS SS SS SS SS SS SS SS SS sS SS SS SS SS SS SS SS SS SS SS SS SS SS---®� 1 IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS SS SS SS SS J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — f_ PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE _ _ _ — T� � � IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY O — —�— — —� - _� y y SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING > CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE > co CONTRACTOR, THROUGHOUT CONSTRUCTION. O EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER Z BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO O LL! PREVENT ANIMAL ENTRAPMENT. LEGEND Q LIMIT OF DISTURBANCE Z \400 '� ,� III ( FLOW ARROWS LL SEEDING AND MULCHING Mu O \ _ - RIPRAP RP ° I ; III I T, TI s \ 40° Ld I I ,0 \ S Ld COD O l i I II �- \S LOD I I I I I O� � � LOD �\ � LOD LOD LOD LOD = I I I I p TST, INC. \ 'DO� , G i II I I CONSULTING ENGINEERS 00 L0 ILOD LOD 748 Whalers Way Suite o Collins w Colorado 80525 �\ " 1 Phone: 970.226.0557 4978 J 4 JOB No. 4981 4980 1230.0009.00 \ 4983 4982 GM I 60� I 01 — 4987 4986 4985 4984 w -I i SCALE 1' = 50' \ \ � a01� .. - - - - O —4987' a01 a01 O -1 �--(� 1�lJI 1�I ii I III II 1I I 001 DATEpSS 50 o 50 100 OCTOBER 2024 1n-50' SHEET scale 38 of 224 IEEE G \—G \ G�GG G G G — �' — � — G G � G G G\—GAG G G G G G G - - - - - - - - - - RICHARDS LAKE RDA - - — — — - - — - - - - — �H� 0 H0 �Hf — HHO 3H �3p� 3H0 MHO 3�9 — H0 M3— O� � �- Of Lam- LOSE LOD LOD — ° �` a Ij I z IL( D LODE - - - - - - - - - - - - - - - - Cn \ - - - - - - �- - - - ( I IPIMP w / EE \ \ I I III �I SF Mu \ \\ \ \ MU \ \ \ \ \ \ IIIIII III �I� Lr \I a 1 \ \ \ \\ \ \ \ \ I I 1 I p IIIIII -, \ _ \ \ \ \ \ \ \ \ \ \ � � _ � � \ \ �Q � � \ ► I m DRAWN III II I \ \O \ \ MU \ \ \ \ \ \ I I I BRB I I\ \ Mu \ MU \ \ \ I KEY MAP III CHECKED INITIAL BMP,S.. N.T.S. DAP I I \ \ \ DESIGNED \ \ \ \ \ \\ \ \ \ SF \ \\ \ \ PROPERTY LINE \ \ I I I �I • STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY BRB I� \ \ \ \ \ \\ \ \\ \ � � I \ � \ \ \ \\� \ I I � I� WASTE DISPOSAL AREAS, FUELING AND CONSIRUC11ON q FILENAME \ O� \ \ \\ \ ' I\ I I \ II I\ WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP 0O09_EROSION • SILTKITS FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND \ \ \ \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ I I I \\ MOUNTAIN VISTA DR 00 L/C THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE ,,��QQ"' RE' MU \\ \ \ \ y+f \ I I II I CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THEP,�p� \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ I\ I MAJORITY OF CONSTRUCTION BEGINS. PQQ,��G h G S INTERIM AND FINAL BMP'S. �1��� GG� • X \ \ I \ I I \ AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE �0� •....••'�G� CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE TONAL E \ I TEMPORARY YARY SEEDING PREVENTION CONTROLS SUCH AS: TEMPORMULCHING • SURFACE ROUGHENING • ADDITIONAL SILT FENCE \ \ \ \ \� MU \ \ \\ \� ` MU \ \ Y I \I y l CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE MU \ \I \) \ UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE. ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL NO STABILIZA11ON WITHIN 2 WEEKS OF BEING DISTURBED SHALL RECEIVE SURFACE ROUGHENING. \ \00 \ \ \ \ \ \ \ \ ~ \ I cr) \ ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL W STABILIZA11ON WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE > II OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY Ir I AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH \ \ \ \ \ \ \ \ \ \ Mu \ \ \ \ \ Z I USED. W \ \ — THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED SF \ \ \ l GRADING OPERATIONS. Z O \ \ \ \ \ \ \ \ MU �j / I REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF O \ \ \ \ \ \ I BEST MANAGEMENT PRACTICES. Z \ \ \ \ (0 IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND 0 \ \ \ \ \ \ \ \ \\ \ MU — I 1 I IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS > co \ \ \ \ \ \ \ \ \ \ \ \ ~ \ \ \ I \ I OLEMENTATION PLACE O R THE CONTRACTOR O DOCUMENT HE OF THE AND DO NOT NE CESSARILY SARILY MP SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING O \ O0� \ \ \ \ \ \ \ / I I ✓I \ CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE m MU \ \ \ � CONTRACTOR, THROUGHOUT CONSTRUCTION. D co LU W \ \ \ \ \ \ \ \ \ \ I EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES CO\ \ \ \ \ \ \ \ \ \ J I I I I GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER Q Q \, _ BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO \ ~ \ O I PREVENT ANIMAL ENTRAPMENT. Z 0. MU / \ \ \ \ \ \ -j I I LEGEND Q Q \ SF \ \ \ \ \ \ \ \ I I I / I LIMIT OF DISTURBANCE Lao ~ W (701 1— Z \ \ \ �07 \\ \\\ \ \ \ \ \ \ \ �. 1 FLOW ARROWS O SEEDING AND MULCHING Mu SILT FENCE SF SILT TABLE OF CALCULATIONS Total Disturbed Project Area 157.64 Acres \MU I I I Total "Onsite" Area of Disturbance 157.64 Acres Total "Offsite"Area of Disturbance N/A O b ° mTotal Storage/Staging Area 2.58 Acres Total Haul Roads Area N/A n II Construction Vehicle Traffic Area N/A Est. Percent of Project Area Exposed 100/ Est. Percent Vegetative Cover 90% Density \ � S // \ \\ "�- ., \ \ � � � � � � \ � � �� � SF �- \I� Existing Soil Type Group D Clay Loam \\\/\\/\\ \ \ �O� \ ,� � 7 Groundwater Depth 15 Feet Number of Phases w/ Project N/A s\ /\z / _ \ Total Volume of Imported Exported (-) Materials N/A "0/ Total Area of Stockpiling of Fill or \\ /\\/\/\\\x/\\/\ Borrow Areas Off Site 0 Sq. Feet \/\// // \//\/\\/\\\ °y Steepest Slope 4:1 H:V \\ Distance from a Riparian Area or TST, INC. Sensitive Area 30 CONSULTING ENGINEERS Feet 748 Whalers Way f Suite Collins Colorr do 80525 //\/ Phone: 970.226.0557 JOB N0. UM 1230.0009.00 SCALE 1" = 100' 100 0 100 200 DATE OCTOBER 2024 scale 1"=100' feet SHEET 39 of 224 \ — y7-A 77 __— _�J .;Z / \ z 0o Lu Ll L2 FJ SHEET w F 1 it 42 BRB r : \ CHECKED s� 7 SHEET I \ \� DAP � \\ DESIGNED 47 BRB\ \ SHEET I I FILENAME i[qj SH E E T �� i 'IX0009_OVERALL UTILITY — — — 4 SS — —S — — —SS 41 I SHEET so .. � /� I i I � NAL SHEET 46 �� � - SHEET - �� % 43 �� - <�vv 50 I i v v ��' I I I � Ivy \ y SH EET 45 49\ 9 I III o��� ' SHEET — J c I o� SHEET y ! 53 — � � I 48 IL = > Chlm — W J co DR I Q Z J SHEET I > J 52 LLI I � i II > I I I V III I I I � 0 SHEET 51 I ' I A I I II I \ � SHEET 54 SHEET , \ 55 I I 0+�E OH E I ��E Tl INC. nun nu��n n L _ - CONSULTING ENGINEERS _ _ = MOUNTAIN VISTA DR _ 748 Whalers Way zz: V1f — — . :'— W "� W — JN W— — — — — - — — vv — — — f F Suite 200 Fort Collins — — — L -\ — Colorado 80525 Phone: 970.226.0557 JOB NO. S I 1230.0009.00 SCALE 1» = 200' \ \ \Is, DATE\ \ 200 0 200 400 OCTOBER 2024 \ \ \ \ \ scale 1"=200' feet SHEET 40 of 224 N Z 0 F- 0 c) Z Of N Ss oo w 00 Ld \ o 0 Q \ \ sT—o1 q ELECTRIC 48 ,TOR \ FLINT HILL DR 0° S METER \ S \ ( ') \ \ E DRAWN °p BRB \\ SS E E% E CHECKED 0 \ r` DAP DESIGNED BRB 21 211 — FILENAME 0009—UTILITY C, LOT 35 L/0 LOT 34 LOT 33 LOT 32 I I G Q� QUO G.�O \ TRACT D° LOT 31 LOT 30 LO PQ SS LOT 36 :\ G \ I I I I I I vo •...•• E KEY MAP S I S S S S - - - - --�� - "�- \ - - - - - - - - - - -I - N . T. S. NOTES LID OUTL1 S , y \ \ \ - - - - - -� >SS—o5 - - — - - —°- — - - — - - - - ET \ ST \ // ° p 12" SEWER' STRUCTURE%9 ° �, \ LOT 37 \ / W W o -ALLEY N 1. ALL POTABLE WATER MAINS SHALL BE C900 DR18 PVC, BURIED \ \/ / -04 WITH 4.5 TO 5.5 FEET OF COVER UNLESS OTHERWISE NOTED 8--WATER o AND/OR APPROVED BY THE DISTRICT. — — — — — 2. ALL NON—POTABLE WATER MAINS SHALL BE CLASS 150, C900 ;.' — - - - - - - - - \ S S S S �� ® ® \ — — — — r \ DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS ® \ LOT 38 \ / �° / \ I �" OTHERWISE NOTED AND/OR APPROVED BY THE METRO DISTRICT. \ �/ \ I I I 1 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET LOT 13 �I cn HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN o, o` ° \ \ ��,w LOT 9 I ° L — — — I 1 I LINES AND SERVICES. � /� / // \ \ LOT 10 LOT 11 LOT 12 — 1° 4• SEPARATION WHERE R IS CROSSESNE CH LINE VERTICAL LESS THAN18—N STHE CONTRACTOR LID #1 ��� /\ TRACT E \ Gs• �// LOT 8 I — — — SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH DIVERSION •� ° ° / I I g r\ THAT NO PIPE JOINTS ARE WITHIN 10—FEET OF THE CROSSING. —STRUCTURE � \ � // � � \ _ I I N ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR Z LOT 14 cn P I I GREATER SHALL BE INSTALLED. \ NON—POT N 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE O ° � \ ® °s.i� �R SERVICE (TYP.) — — — �!r AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO v °�° —I R ELECTRIC \ LOT 39 S y °GF — — Q H CONSTRUCTION. (� METER \ \ S \ \ I I I` I F I _ _ I L2 W W 6. NO TREE(S) SHALL BE LOCATED WITHIN 10—FEET OF ELCO Z — — — —I (TYP.) \ \ \ LOT 7 ® ® ® \ — — \ N �\F— FACILITIES. I 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES Q J L \ \ / \ / . ELECTRIC N 00 W UNLESS OTHERWISE NOTED. METER _ LOT 15 I J F �"��°' ``• ���/\ \ LOT 40 \ \ / %a�gso' ° � /�\ � ° (TYP,) �� � I �° ° ° ° cn � 8. SANITARY SEWER SERVICES SHALL BE 6 PVC UNLESS m q OTHERWISE NOTED. W I; STREET 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS LIGHT �° \ WATER SERVICE (TYP.) / �/ SITE LIGHTING — — OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE CO I ( .) w o / / m f� \ SS PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. Q I (TYP.) REFER TO\ \ \ G' LIGHTING PLANS �. I I N 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Q = J LOT 16 cn ACCORDANCE WITH DISTRICT REQUIREMENTS. \ LOT 41 \ \ / \ S \ 0 30'°°ELCO I 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' \ / / LOT 6 \o — I WATER ESMT I UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q s. w ENCOUNTERED. " SANITARY G' / �/ °° S \ �, — I 12. ALL POTABLE WATER SERVICES SHALL BE 3/4 TYPE—K Z u E. U.E.— SERVICE % COPPER ON A SINGLE METER PIT AND 1" TYPE—K COPPER ON (TYP.) / ° // \ \ \\ 1 v o O ROW \ \f �'\� LOT 5 \ \ a �gDUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE \ \ // o TRACT A \ \ SS \ LU EX. 21" SANITARY SEWER I LOT 17 �I J I LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED a I UNDER DRIVEWAYS OR SIDEWALKS. I- — — — — — I /:/ '�� / \\ \\ P — I Iv I N 13. ALL NON—POTABLE WATER SERVICES SHALL BE 3/4" TYPE—K a. COPPER ON A SINGLE METER PIT AND 1 TYPE—K COPPER ON LOT 42 °s I BLOCK 1, \\ \ J DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE o I ® \ \ TRACT B — — — LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED Yo LOT 4 �I UNDER DRIVEWAYS OR SIDEWALKS. o _o \ \ LOT 18 I 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED (If — — I `` . I I \ \ I IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL — \ SS \\ I f I I REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. w — — I \ —� — — I J 1 o I LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM — — \ �\ I I I THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER dl o j� I D I LOT 3 \\\ SS^°o����� — — _ — — b ° PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. ° I LOT 43 W I . — 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE LID #2 �P S \ _ LOT 19 ALLEY 0 OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. Ss-o2 f — — — — � -� Kn OUTLET o`� \ I Iv MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED oQ v LOT 2 STRUCTURE I— z — I I SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO 83• — — — — — `� ° S �' — — — I ° THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE sTo M ST-2A N I — — — OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE STo I I LOT 1 \ S — WITHIN THE EASEMENT. 24" STRM LOT 44 O I I L cn •*' LOT 20 — — — — — — — — — — — — — — — ( - - - - - l I ELECTRIC `,;`r: >: \ / w \ - - _ - - - - — — _ - - - - - _ INSTALL TRACT :.,. . LINE (TYP.) —� - - - - - - - - - - — _ - - - SERVICE LINE N o o ® � �;, � — - IN HDPE ° ° — 0. ° o — ° ° V) °lig a o U W ~ Q o N N _ — o TST, INC. ° CASING o ° e ° ° — ao o .o I— I I I'° CONSULTING ENGINEERS ° ° . o o ° . ° o DIVERSION o m E-00 �' E STRUCTURE ° 748 Whalers Way A Suite 200 Fort Collins SS— )2�00 E E E E. Colorado 80525 N v a SS-02 _ N Phone: 970.226.0557 SS-02 1 WL719 S ORM o 0 42 STORM SS-02 STREET /oo N — JOB NO. OD N w 36' STORM ; 30" STORM ® LIGHT ST-02 1230.0009.00 8" WATER F I WL-19 - (TYP.) o 3 o — to N / w ao 24 STORM SCALE , o N 1 = 30 N 8" WATER N � La V) N TIMBERLINE RD DATE TEMP FH FOR 9 o o - FUTURE LINE U E E E / OCTOBER 2024 EXTENSION _ �, ° I iv o / C�j 30 0 30 60 I SHEET � F... [ scale 1"=30' feet 41 of 224 SEE SHEET 43 N Z 0 z it O 0 w TEMP FH FOR FUTURE LINELU F_ EXTENSION I I I 1 I I I I " o 0 ° -- — . TEMP FH FOR -- - - ° - FUTURE LINE EXTENSION o w 3 �— I \ 0 0 7 N N WL-25 I I FLINT HILL DR oN `� _.. . - - � .- — — — — — — — — — — — — — -- - - - - - - I I m ELECTRIC.TER I i METER SS-5E W I DRAWN (TYP.) 12" NER - J I I BRB CHECKED A - -- -- - - -- - - - — —' I DAP DESIGNED 2�I `w I BRB - F — 1 FILENAME 0009_UTILITY w I LOT 8 M 51' TRACT G INSTALL I I �PO0•L�C I vo�•.��Q�oJ G,�oC� ROW I SERVICE LINE LOT 30 • PQ ,��1 I IN 3" HDPE LOT 29 LOT 28 Of LOT 10 I LOT 9 _ _may CASING • e N 0 I I I - - - --- -- BLOCK 1 I e — I e,�Fo •�:��, Im Ld I ONAt- KEY MAP - - -5 - - - - - - - - S - - - S I ' ' Dom° N LOT 7 I I — — — — S -4 I I I NOTES - - - - — SS—01, - - . — qo 9. g '197SEWER° o I H 3 8" SEWER. O� _I 1. ALL POTABLE WATER MAINS SHALL BE C900 DR18 PVC, BURIED � W �, J W w I WITH 4.5 TO 5.5 FEET OF COVER UNLESS OTHERWISE NOTED W° s- W� I AND/OR APPROVED BY THE DISTRICT. .M 3 5 R ALLEY P M a h 2. ALL NON—POTABLE WATER MAINS SHALL BE CLASS 150, C900 - - - - - � � - - - - - - - - - - - - ea° I° I INSTALL � SITE LIGHTING DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS ov o — — — — — — — — — — — 7 I I SERVICE LINE (TYP.) REFER TO I OTHERWISE NOTED AND/OR APPROVED BY THE METRO DISTRICT. I 1 °TRACT F IN 3" HDPE I m LIGHTING PLANS L`' I 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET LOT 27 i cn N IN CASING LOT 6 I HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN LOT 11 I ° I 1 ° LINES AND SERVICES. — — — I I 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL cr� -1 w I SEPARATION IS LESS THAN 18—INCHES, THE CONTRACTOR L — — — — _� '�' I SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH Cr THAT NO PIPE JOINTS ARE WITHIN 10—FEET OF THE CROSSING. I N I LOT 12 o`l — — — — — — 1 ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR N I I LOT 26 1 3 �° $ p' .�: w GREATER SHALL BE INSTALLED.I I I J _ I N I I Lij 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE O Q` d o I I LOT 5 I AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO W �' °° �, w o — — — + I I I I CONSTRUCTION. (0 W - — — °i a — — _ y °. 1.. I I 6. NO TREE(S) SHALL BE LOCATED WITHIN 10—FEET OF ELCO Z oo — _ _ w I FACILITIES. > V) b I = I— - 5 E, 4� I — — — — �' o I 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES Q LOT 13 I UNLESS OTHERWISE NOTED. 0 J 1 a Icn LOT 25 ELECTRIC I N o° I 5'' -' J 8. SANITARY SEWER SERVICES SHALL BE 6 PVC UNLESS lv I I LINE TYP. jo°u.E.— — — — ® = I W 0. o — — — SANITARY I m w w I OTHERWISE NOTED. SANITARY w I 9. SANITARY SEWER MANHOLES SHALL BE 48 DIAMETER UNLESS D SERVICE IYP. I I Q I OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE ° — NON—POT 0 WATER SERVICE (TYP.) o ml I LOT 4 I PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. I I SERVICE (TYP.) N 1N I 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Q = J — UJI �, I I I m W ACCORDANCE WITH DISTRICT REQUIREMENTS. 30 ELCO I I N N o v, I FUTURE ROADWAY 1 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' LOT 14 _i WATER ESMT I LOT 24 11 o° 1 SHOWN FOR I UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q U REFERENCE ONLY I ENCOUNTERED. ' I ° — — BLOCK 2- —1 J J o w I 12. ALL POTABLE WATER SERVICES SHALL BE 3 4" TYPE—K 5 5 Q I `�' I COPPER ON A SINGLE METER PIT AND 1" TYPE—K COPPER ON Z — — u.E. I °�° ° o U.E.— — —I DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE O LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED N ¢ I IN LOT 23 I — ELEETRRIC LOT 15 V) LCO 1 I W I UNDER DRIVEWAYS OR SIDEWALKS. ME I I I LOT 3 r�I 13. ALL NON—POTABLE WATER SERVICES SHALL BE 3/4" TYPE—K o _ (TYP.) 1 30' E I I I 1 COPPER ON A SINGLE METER PIT AND 1" TYPE—K COPPER ON — WATER ESMT I I ° — � I I ELECTRIC I DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE — — �— — j 1 — — METER W I LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED a (-� ) I UNDER DRIVEWAYS OR SIDEWALKS. N _ 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED NI to 9 o° I I I LOT 16 cnl I II I IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL 1 LOT 22 — g I I REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. W I LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER 51• — — — — I I h LOT 2 PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED ROW- � I I I I AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. ALLEY 0 ° ° o ° — — — I I a I I 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE cn " I ,� '�' \ OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. 1 L rn I LOT 17 1 I oe o — — — — — )W C7®O o '/ \ \ \ MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED o " o WL-15 I — — — — SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE Q 8" WATER ' v 1 \\\ OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE S S - - - - — I� WITHIN THE EASEMENT. 1 ► 1 \ INSTALL TRACT C LOT 21 N LOT 1 � SERVICE LINE I I LOT 18 I " 1 IN 3" HDPE - - - - - - - - - - - - - - -� — — I J — - - - - - - - - - - — w \\ CASING— — — — — — — - - - - - - -_- - - - - - L1 — — y — — — — \ TST, INC. I _ — — —9� ° — —� a a r TRACT NN CONSULTING ENGINEERS 748 Whalers Way w oll, °I Suite 200 Fort Collins E �V ,� w --_\ Colorado 80525 E A�T ,' \ ` 1 Phone: 970.226.0557 ST-02 r fT> //�i \\ // �\\ \\ i I JOB NO. w ST-02 ,� 1230.0009.00 24" STORM N TIMBERLINE RD w I SCALE , WL-19 18" STORM 'aoo 0 \\\ �/ \� I 1 = 30 \ I I 1 , \ I I 8' WATER m \\ % I DATE OCTOBER 2024 \ E Ie E E i `� 30 0 30 60 \ w �� ,� ,'I I SHEET E E E \ , , AT I �� scale 1"=30' feet 42 of 224 SEE SHEET 44 SEE SHEET 41 N �e I LOT 3 — LOT 43 I o cn Q °I — I � l 1 \ � N -ALLEY 0 f. — � w I LID #2 0 S — I LOT 19 I° r SS-02 00 OUTLET Q LOT 2 I STRUCTURE I— I I - - - — . �, - - — f Z 83" STO M I I o I 83'S Of ST-2A — (n Z LOT 44 I 0 I cn LOT 1 ,' ,( \ a S o — — — — 24" STORM . ® ' LOT 20 w o - - - - - - - - - - - - - I - - - - - - - - I '',; :;. / INSTALL _ _ I ELECTRIC TRACT C � w — — — — LINE — — — - - - - - - - - - - TYP. — ° — — — SERVICE— — _ (TYP.) � �--- .� — — — — —� — VICE LINE o ® —� IN 3 HDPE ° �. ° . o Of ° 0 0 o ° 0 o ° ° ° o° °cn I r� CASING o ° ° ° ° N ° — m E-� N E of DIVERSION N E STRUCTURE o VAUL ' I SS—02 c E E / E — Ld 0 a N SS-02 N a lb-3_ SS—o2 — ss-02 STREET /� WL-19 L 8 S ORM m �0 42 STORM 36" STORM 30" STORM ® LIGHT m ST-02 8,. WATER �- I WL-19 (TYP.) 3 o T cn N / N ooD 24" STORM m 8" WATER o N TIMBERLINE RD DRAWN I TEMP FH FOR — �o BRB 0 / FUTURE LINE Gv w 0 EXTENSION _ ( N E E E CHECKED Lo L J — — - 9 DAP elj f — — — — — — — — - - - - - - - - - - - w / — �" ° —�° — o DESIGNED f — — — — — — — — — — — — I — ==� — =- - - - — — — — _ELECTRIC = — / — — _ — _ _ BRB ° I LINE (TYP.) / �� — _ _ _ — — _ — — — FILENAME INSTALL / - - - - - - - - - 0009_UTILITY a I / — ° TRACT L SERVICE LINE LOT 1 cn IN 3" HDPE LOT 3o TRACT P TRACT 0 I. I CASING / / 00 L/c 7 ELCO I — — — — \ / / / \ LOT 24 S �_ `Q�P.••••. WATER ESMT I I / \ v ••aQRE O�P� C� l— INSTALL SERVICE G S LOT 32 LOT 31 I \� / �T — — 5' I / \ LINE IN 3" HDPE N o ' I �� 0� — — — U.E. I I� LOT 29 / a // \ CASING\ 'A" I °al BLOCK 3 LOT 25 /ONAI E� STREET LOT 2 �, of — — — — — — — — KEY MAP LIGHT I I I Q v I (TYP.) I �, I — — — — / / �' / \ \ \ \ ' "X: 9 I N N . T. S. - - - S— — S- - - N- I / / \ \ ° - NOTES LOT 26 ss-3B' o' ° LOT 28 / / \ / 1. ALL POTABLE WATER MAINS SHALL BE C900 DR18 PVC, BURIED TWATER SERVICE (TYP.) I ��" SE m ° ° I / \ \ o w m N WITH 4.5 TO 5.5 FEET OF COVER UNLESS OTHERWISE NOTED ALLEY G N \ / / \ \ \ s Uj w j AND/OR APPROVED BY THE DISTRICT. 0. s INSTALL I l c,, ° l \ \ \ U�°l °°� oN 2. ALL NON—POTABLE WATER MAINS SHALL BE CLASS 150, C900 I I - - -� - - - - \ / \ `i� LOT 3 cn / SERVICE LINE \ / / 1 \ LOT 27 \ / ° DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS IN 3 HDPE \ / \ 30 to $ 9 0 FT — OTHERWISE NOTED AND/OR APPROVED BY THE METRO DISTRICT. / `o FT CASING l �l \ /� WAR Eoo l N ° 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET \ / \ \ co / ° /r / T < ° 5' HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN _ \ SANITARY \ % /� \ / \ � LINES AND SERVICES. — — SERVICE _ I I \ LOT 27 / �,' / \ �, U.E. — ( ') ° / o0 0 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL Y _ _ _ _ o I / ° ° /� / \ /� °� / SEPARATION IS LESS THAN 18—INCHES, THE CONTRACTOR o I- U.E. ° I TRACT H / \ EX. 21 SANITARY SEWER / ��\ LOT 28 \ b �, o ° ° / I I� — SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH m ELECTRIC ° I /�' � \ \ \ \ // \ 30 ELCO / I WATER ESMT�N THAT NO PIPE JOINTS ARE WITHIN 10—FEET OF THE CROSSING. METER I /�' • / \ /� \ \ / / ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR Z (TYP.) �I � LOT 26 \ se Xe� TRACT M 'p — GREATER SHALL BE INSTALLED. 30' ELCO �, /Q° oo e \ \ �/ qiV/r" FR / \ l / / I° 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE O NON—POT sr q n \ AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO _ LOT 4 I WATER ESMT � /°r \ / R/CT ESN — I / .W 3 ` ° SERVICE (TYP.) / / Mr \ LOT 29 / �� ; / aLd CONSTRUCTION. (� — — AlER£ �,!l \ \ \ l cn W 6. NO TREE(S) SHALL BE LOCATED WITHIN 10—FEET OF ELCO r— —' I Z ¢ FACILITIES. LOT 25 \ cc' / \ \ $�� — — — —' LL 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES S1� / \ / ° y w LLEY J W UNLESS OTHERWISE NOTED. 0 J /l ROW l \ \ \ / m 8. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS m LOT 5 I I l / \ \ / / \ r- a OTHERWISE NOTED. W N I �� \ LOT 30 Ss-4A` 0 ALLEY' J e 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS ST-3G I I w I °�, / \ / \ \ /�// ;' sEwE — — — — _ — _ OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE CO �i _ PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. Q �i8" STOR 5' UTILITY �� °J I �' `�� \ LOT 24 \ / , \ \ \ \ °/ \ 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN ESMT. lYP _ ( ) a° •L /� - \ \ \ / / \ \ �� / S 11� ACCORDANCE WITH DISTRICT REQUIREMENTS. J \ 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' > 0 TRACT 1 ® 09 \ \ / LOT 31 UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q w / LOT 12 ENCOUNTERED. F_ • — — — — — I jtz \ LOT 2� \ _ Q / \ / z �`o / / 1 12. ALL POTABLE WATER SERVICES SHALL BE 3/4" TYPE—K Z ELECTRIC / z / ELECTRIC, \ \ \ / / ��3° / LOT 13 L COPPER ON A SINGLE METER PIT AND 1" TYPE—K COPPER ON j I a. LINE (TYP.) / METER \ \ J�o / I DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE O s I I $o TRACT K \ / \/ ° (�•) LOT 32 \ \ Ip / e a LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED LOT 6 cn N \ / UNDER DRIVEWAYS OR SIDEWALKS. m I \ \ / 30• 13. ALL NON—POTABLE WATER SERVICES SHALL BE 3 4" TYPE—K I o � f° / \ l \ \ WAS £NCO / LOT 11 —tR " / COPPER ON A SINGLE METER PIT AND 1 TYPE—K COPPER ON LOT 22 �'� °/ / \ \ \ \ U,£ / l oI DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED LOT 33 \ \ w UNDER DRIVEWAYS OR SIDEWALKS. 66 LOT 10 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED ' / \ \ \ / / \ \ / o IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL Row — / REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. % \ LOT 21 \ / / \ TRACT Q LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM �� ° S. THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER 8. LOT 7 cnl �\ \ \ /y o ��� LOT 9 PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED AND LOT 34 \ � �� \ \ / 15. THE CITY IS I RESPONSIBLE NED TO IDFOR THE OVER PLONGTERMAYING NMAINTETO NANCE � Lo WgO.R£�cO \ \ LOT 20 \ /l \/ \ \ \ /� �I \ TRACT N ,� OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED \ �0 SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE I ► \ / \ \/ \ \ LOT 35 OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE ° � \ � LOT 8 ELECTRIC E CTRIC N \ LOT 19 \ l ROW \ \ \ / �° l WITHIN THE EASEMENT. TER SS-3A — (TYP.) LOT 8 I \ \ ELECTRIC STREET I 8 SEWER / \ \ \ METER LIGHT I I / \ (TYP.) \ LOT 36co (TYP.) \ f v \ \ LOT 18 \ // ° \ \ / ° e�Z — — \ / \ / STREET _ \ \ LIGHT TST, INC. BLOCK 4 \ \ / / (TYP. CONSULTING ENGINEERS / INSTALL \ \ / \ \ LOT 6 ) 748 Whalers way \ / \ LOT 37 / \ 'tT` Suite 200 Fort Collins cn // SERVICE LINE Colorado 80525 I IN 3" HDPE / \ / SITE LIGHTING Phone: 970.226.0557 I CASING / INSTALL \ \ \ / / JOB NO. LOT 9 I I LOT 17 / / SERVICE LINE \ \ / 30• �' LOT 5 (TYP-) REFER TO 1230.0009.00 / IN 3" HDPE \ Wq�RE�CO l \ LIGHTING PLANS CASING \ EsMr\ SCALE 1" = 30' 9 `� \/ LOT 38 co / / \ ELECTRIC DATE N J \ OCTOBER 2024 N — \ —— — — \— — — —/ v/ \ \ / /° / 8 (TYP.) 30 0 30 60 D SA — /° / LOT 16 \ \ / LOT 4 SHEET scale 1"=30' feet 43 of 224 SEE SHEET 45 SEE SHEET 42 N w � � ° I 51' - - - I j LOT ROW— - - - - - fIl I ALLEY 0 o~ N I I m w \ L J o©o ° I LOT 17 / , �\ Z I o w WL-15 M a 8" WATER \ cn Of 3 L - 3 — I I \ o c) S U) S — — / \ o J I I LU N o I I LOT 1 \ INSTALL TRACT C LOT 21 \ LOT 18 I wl CE LINE I m ° e 3 HDPE - - - - - - - - - - - - - - -� — J I \ CASING- — — — — — _ _ - _ _ \ % 8 — — — — — w \\\ \ �m I —I ° ° _ o ° ° m TRACT NN \ —4 w ° e — o oN °off �: vi �i — / \ \ Ld g a °I , 1 a E /� �'� '� ` w ----` 0 E E E o � ST-02 E ME-0e� , i m w ST-02 N TIMBERLINE RD DRAWN 24" STORM WL-19 18" STORM +ago p w \�� i/ 'I I BRB 8" WATER CHECKED E I \ i DAP o E E E w \\ ,' I I DESIGNED AULT BRB W STREET — — —°� : ,' / FILENAME LIGHT 0009-UTILITY - - - - - - - - - — — — — — -- - �_ (TYP.) — — — — — ® w �\\ ,� / TRACT 0 —� — —J - - - - - - - - / LOT 23 - - I 1 I rr, / �Pp0 L/c � LOT 7 cnl � I �.••••. T 30' ELCO to I LOT 6 — WATER ESMT I I I m `� Q 0 • cn LOT 22 - w LOT 8 I I F • �� Q — I •....•��G BLOCK 4 � � — ° �, ,, , TONAL — a I — — KEY MAP - -� _ — ` Le 5' \ \ - � � - � N . T. S. cn LOT 21 LOT 9 N U.E. NOTES m INSTALL SERVICE _ ° ° _ 5I LOT 5 m LINE IN 3" HDPE -ROW U.E. I I 1. ALL POTABLE WATER MAINS SHALL BE C900 DR18 PVC, BURIED _ _ WITH 4.5 TO 5.5 FEET OF COVER UNLESS OTHERWISE NOTED CASING ELECTRIC � ol. I AND/OR APPROVED BY THE DISTRICT. m \N LOT 20 ° �`' I` � � — — METER I W i I ELECTRIC — — — — �, I 2. ALL NON-POTABLE WATER MAINS SHALL BE CLASS 150, C900 LOT 10 Q9 I r�i (-�yP•) I DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS e �' — — — LINE (TYP — o — ° I OTHERWISE NOTED AND/OR APPROVED BY THE METRO DISTRICT. — — _ BLOCK S i° i I 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10-FEET N ° °' h — — — �, I HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN i Q *L-IN LOT 19 w q LINES AND SERVICES. 5 - J LOT 11 N o 9 DI I� LOT 4 I I 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL CO U.E. — — — — — o — — — — — I �` f I I I II SEPARATION IS LESS THAN 18-INCHES, THE CONTRACTOR _ I ° ►� I SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH 1 30' EL NON-POT - — — — — — — �' m 1 THAT NO PIPE JOINTS ARE WITHIN 10-FEET OF THE CROSSING. I WATER ESMT�N SERVICE Q o T ' I 1 ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18 FEET, OR Z VICE (TYP.) = LOT 12 FUTURE ROADWAY 1 GREATER SHALL BE INSTALLED. M °p — — —LOT 18— — NI I — — — — - 1 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE t — — I Ie I SHOWN FOR 0 SITE LIGHTING REFERENCE ONLY �� 1 AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO H - _ _ TRACTS CONSTRUCTION. (� W 1 w° v LOT 13 l I I (TYP-) TO 1 6. NO TREE(S) SHALL BE LOCATED WITHIN 10-FEET OF ELCO r J I N LOT 17 ELECTRIC N I N LOT 3 1 FACILITIES. � Z J ¢ I METER ° ��' I I 1 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES Q W I- - - - - - - - - - - - e - (. ,.) - — — — I `� I II I� m 1 UNLESS OTHERWISE NOTED. J w ALLEY J - I I �-J — 1 8. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS m N o N — — — OTHERWISE NOTED. U w 1 W w I 30' ELCO 1 9. SANITARY SEWER MANHOLES SHALL BE 48 DIAMETER UNLESS 'ALLEY- J o ``�ao w - LOT 14 N WATER ESMT �, 1 OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE CO 3 L WATER SERVICE TYP. - w I I 1 PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. - - - - - g (TYP.) I I 1 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Q J �- — — — _ cn LOT 2 1 ACCORDANCE WITH DISTRICT REQUIREMENTS. _ _ S �� S S Nr S - , ° L° I I m � 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' LOT 15 I 1 UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q 1 ENCOUNTERED. — — SANITARY_ J I — — 1 12. ALL POTABLE WATER SERVICES SHALL BE 3 4 TYPE-K _ SERVICE (TYP.) I w 1 COPPER ON A SINGLE METER PIT AND 1" TYPE-K COPPER ON Z LOT 13 LOT 14 LOT 15 LOT 16 — — — — I° — — — — _ DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE O I N , LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED LOT 16 I o I I , , 1 1 UNDER DRIVEWAYS OR SIDEWALKS. " 13. ALL NON-POTABLE WATER SERVICES SHALL BE 3/4 TYPE-K LOT 1 m - 1 1 COPPER ON A SINGLE METER PIT AND 1 TYPE K COPPER ON 1 DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE STREET , , , - 9 0 11 1 LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED STREET LOT 17 N III LIGHT - „� 1 1 UNDER DRIVEWAYS OR SIDEWALKS. LIGHT I_ — — — — — ,� — (�•) o , , , - 1 1 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED 1 1 IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL . 1 1 REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER wp1ER 1 1 PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED ST-3C $ �/ 1 1 11 AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. v` 18" STORM - 3 '�1 WY 1 1 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE �� n I E F pRM ,,� , 1 OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. T N ,� o I I I I I-o I I I I M,pO� '' ° r� 1` 1 1 MAINTENANCE CONSISTS OF SNOWPLOWING OFF THE PAVED i� E- 1 1 SURFACE, OCCASIONAL SEASONAL MOWING 23 ADJACENT TO <O o THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE WITHIN THE EASEMENT. LOT 1 11 1 LOT 9 cn l I 1 a I I I I � 1 1 U.E. LOT 5 1 01s 11 1 TST, INC. LOT 10 �n °° o I. W 1 1 I CONSULTING ENGINEERS - I o I LOT 8 I LOT 7 1 INSTALL - ' 1 m ' i— 1 1 748 Whalers Way 1 Suite 200 Fort Collins G Colorado 80525 �Uj � � SERVICE LINE � � SITE LIGHTING � 1 1 BLOCK 6 I co° J I N� IN 3" HDPE 1 G 1 1 Phone: 970.226.0557 LOT 11 tnl I v �° I I ACT T -CASING 1 (TYP-) TO w 11 1 1 JOB NO. SITE LIGHTING I I PLANS 1 1230.0009.00 I_ ' w° 1 1 (TYP.) REFER TO — — + C I �' .N LOT 4 1 1 SCALE LIGHTING PLANS ° — �' 1 1 1" = 30' ELECTRIC — I � T 1 N — — - - — — - - 1 METER ° . 30' ELCO S � 1 � � ' � � � 11 1 1 DATE IC (TYP.) LOT 12 N WATER ESMT, - - o 1 1 OCTOBER 2024 ° I -ss-o2 ELECTRIC 1 1 1 30 0 30 60 °I 8" SEWER p METER 1 1 SHEET LOT 3 (TYP.) W 1 1 \ scale 1"=30' feet " w 44 of 224 SEE SHEET 46 SEE SHEET 43 N g LOT °I / / (� / - OT 34 LOT 9 ° L WgrR£t�'o LOT 20 l �l l l /I° TRACT N \ / LOT 35 \ o p / cn o ELECTRIC LOT 19 / R N, LOT 8 b N w METER �1 ss-3A ELECTRIC / o \ / / (TYP.) LOT 8 I 8� SEWER / \ METE / / / / LU STREET R LIGHT I I / (TYP•) LOT 36 (TYP. I LOT 7 ) — — � � LOT 18 � / � / / � \ � /�% � / — — / / STREET LIGHT — — g N \ � \ � / � \ / ° / / / / BLOCK 4 1 LOT 6 (TYP.) I INSTALL LOT 37 Ld cn \ SERVICE LINE c� a I / IN 3" HDPE I ° CASING � v / 7 � \ � \ / / ° ° � � SITE LIGHTING INSTALL c (TYP.) REFER TO j LOT 9 I I LOT 17 / / SERVICE LINE \ / °w 30,£C LOT 5 LIGHTING PLANS m o� ��° \ �/ IN 3 HDPE AIR £SM l \ /° / \ \ / CASING a r� i� LOT 38 � / ELECTRIC DRAWN / / BRB \ / /%° co METER CHECKED o - - - - - - - - - - / \ L o/ / (TYP.) DAP ° a w — — LOT 1 LOT 4 o o a / 6 \ DESIGNED ST-3F' e TRACT R° BRB .. _ Nc� STORM I° SS-03 o ALLEY F� FILENAME LOT 15 9 / I I 51, 0009_UTILITY 'ROW / S w. w — S S �VI S / I - I J I p,0 0 L/c N o \ / M — S — —S AV —$ — I ° Q I LOT 3 •. •. cV ° BLOCK 3 LOT 14 LOT 39 • LOT 10 LOT 11 LOT 12 LOT 13 LOT 2 V. Q Q��O�� G O•�� TRACT J / Q I LOT 40 LOT 41 LOT 42 I ° 1 z o �� •�• z I � J b �0 •....• G / Z Lo Z — ELECTRIC �� / 1 ° I I I ° KEY MAP —1R / I � I I �R LINE (TYP.) e F / — LOT 1 w° —I I I — J N . T. S. d o/ sq o�F 20, —CR 1 — — STREET w Y-s�,�cTgTOF� _I° I LIGHT NOTES Imo— I TYP o , SS-03 j — o ( ') I ° ° I ° 1. ALL POTABLE WATER MAINS SHALL BE C900 DR18 PVC, BURIED 11' 12" SEWER o' s: ~ WITH 4.5 TO 5.5 FEET OF COVER UNLESS OTHERWISE NOTED �N o ��3 s o� ELECTRIC �' AND/OR APPROVED BY THE DISTRICT. w o�w _ s�. METER SS-02 N 2. ALL NON-POTABLE WATER MAINS SHALL BE CLASS 150, C900 ST-3B N / � / (TYP.) — 12" SEWER 0 o ss-o2 DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS w 12" SEWER b o OTHERWISE NOTED AND/OR APPROVED BY THE METRO DISTRICT. 54 STOR ST-313 (O 0 v 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET 48" STORM HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN E ° E LINES AND SERVICES. Po a 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL SEPARATION IS LESS THAN 18—INCHES, THE CONTRACTOR / LT J ELECTRIC LID 2 g SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH EX. 21" SANITARY SEWER METER OUTLET w —�I _ THAT NO PIPE JOINTS ARE WITHIN 10—FEET OF THE CROSSING. ss' Of ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR \ Row o I C, I ° IY I° ° I ( ') STRUCTURE . Q GREATER SHALL BE INSTALLED. Z TRACT Z TRACT Y I 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE O AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. I — \ LID #4 a I W 6. NO TREE(S) SHALL BE LOCATED WITHIN 10—FEET OF ELCO \ / OUTLET � � � o I FACILITIES. � Z \ I LOT 13 LOT 11 I STRUCTURE v 1 LOT 28 LOT 27 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES Q �, w UNLESS OTHERWISE NOTED. J I LOT 15 LOT 14 LOT 12 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 I 8. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS \ w I Im OTHERWISE NOTED. 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS N W so' 6`) I LOT 16 — �y — S S —S S S S I I I Row OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE (/� \ / S_ _ S— S S S S S PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. _ - - WW — — �n W — — _ — — — — — S S 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN / — — — �° g — — '°- — — - - — —ss-2o-��- � — — — — — — _ — — — — � — — ACCORDANCE WITH DISTRICT REQUIREMENTS. � J _ , � 0. WATER SERVICE (TYP.) / — — — — — — — — — — — — — o — — 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10 / b o8" o - - / SEWEf� e° ° ° ° ° o ° ° ° ° o ALLEY ° ° . ° v. ° LOT 17 / ALL MANHOLES WHERE GROUNDWATER IS wL-08 o V o. E � e ,�, o UPSTREAM OF v ° W ST I ;3M o�Q° ENCOUNTERED. 8" WATER o � �3K s� 12. ALL POTABLE WATER SERVICES SHALL BE 3/4" TYPE—K Z V / — — _ _ _ _ _ _ W — _ _ 3° 4 s �� s o COPPER ON A SINGLE METER PIT AND 1" TYPE—K COPPER ON 0 oM / LOT 18 — — — — — — — — — — — — _ _ _ R DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE O o — — =� 0 1 / �o o /// S S S S S S I S S S S — — LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED of `� SANITARY / ��' � '° s•/ I I I I I S UNDER DRIVEWAYS OR SIDEWALKS. ( ) C.:,SERVICE TYP. G I I ALL NON—POTABLE WATER SERVICES SHALL BE 3/4" TYPE—K v a •� BLOCK 7 I 13. COPPER ON A SINGLE METER PIT AND 1" TYPE—K COPPER ON LOT 19 ao,o // I LOT 21 LOT 22 LOT 23 LOT 24 LOT 251 'LOT 26 DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE ° // I I LOT 27 LOT 28 LOT 29 LOT 30 LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED �'o°• UNDER DRIVEWAYS OR SIDEWALKS. " / BLOCK 7 / // Fir // NON—POT I I I 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED END OF 12 / j — — — �/ I SERVICE (TYP.) L IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL ATERLINE / �j — — I I REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. �R �I R R� -rR o — LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER o PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED ELECTRIC T AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. TING ;•_�,�; ;s':.'4 r:' SITE LIGHTING ELECTRIC 1 11 R}5 I METER METER L- J 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE .1.7, rY t~• • ( ) (TYP.) REFER TO (- , ) L J OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. LIGHTING PLANS MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED � �' •., ... • I ELECTRICLID 5 ' # LINE TYP. SURFACE OCCASIONAL SEASONAL MOWING 23 ADJACENT TO OUTLET w STRUCTURE THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE / W �° ��"`�s`•y""':�`'�� SS-3A ELECTRIC LID #5 � OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE ELECTRIC DIVERSION WITHIN THE EASEMENT. METER STRUCTURE METER 54" STORM (TYP.) (TYP.) SS-3ALin of � I / o I .4yx I I �— — — — TST, INC. CONSULTING ENGINEERS :'�• I —�i m I �•;;;•t�}.,;.1:, i� 748 Whalers Way p� S9 0�F 2b, S Q ,;'5:�4..' r; J Suite 200 Fort Collins s tiij <o STREET .,,.i , " •. I o _ Colorado 80525 LIGHT �- I TEMPORARY ' ; �'•': r.'' ;' \ I 1 1 I I N Phone: 970.226.0557 :.:.v.,_ °� AO (n o I JOB N0. �•:r:•} ' TYP. EMERGENCY `w'';'' '�'•'^'-� \ LOT 37 LOT 36 ( ) " `t : "�:_�`:n`:.,:;,' LOT 35 LOT 34 / + k •, �..; LOT 33 LOT 32 "' J LOT 59 LOT 58 L / _ I ACCESS :t• {;.S <{'.}.�, \ LOT 31 LOT 30 LOT 29 1230.0009.00 ROAD °�} �., . ,� \ � O9 I 0 N Z I SCALE " , ,� I 1 1 1 = 30 / I y: ,q` y., \\ WATER SERVICE (TYP.) v, <a '• •v(+L � e I r Z 1 DATE 0 0 'LJz F S S S00 OCTOBER 2024 / t`:y.� .,t; .v;.. fly S S S S S EX. 21" SANITARY SEWER I i N I •�, -t::.:�:..�. - - - - - - - - - - - - - - — - - W- o S�s.. y,.. . .s•asea a �C1 — — — — — — — — — — — — — — — — — / TRACT AA SiF `.•: } + "1 Sti •.�..•'.•• .54, r �s`a: / "Y,a'".�.a ;' r •y". ,ty�`• :, � ..;. .�.:•:f`ni ;•O� :may:;:'.}xs:t•• ° ° __ °— � � � — — 30 0 30 60 ~ '�a+i'• .,,;..„..,;,,• t• ,�. ....{,J W, ALLEY::'o-r•"n't'�',ir.•3`'•:` :�.,'� +":a f }.r�„fir' " :t•'.�. s q.,,.'.:�.. . Y�}• �.' S SHEET / .. ..xa. ;r4.•F:ro . t•.v ef.ti"`.+a.'4',iet�.sa`," .t��:i 1;�a;:LtJ�. :C `�i�,;.s}':§ p ° �i�J T� s "— r .•[ '.:it:?;y.i +° } :'•1M. r w ° ° � �.•;w. •.,r ...1 •. :. :'w,�•r.x•. ' °,�.'.;x• ••Ayk: S 24.. 3H scale 1 30 feet 45 of 224 a•. SEE SHEET 48 SEE SHEET 44 N ' 1 18" STORM ACT NM�OO�'E o ° 1 1 \1 0 8 ® — — — — — - 1 \ \ , cn IL I ° [4- — (IjLOT 6 1 `1 \ o C) LOT 9 �I I / 1 , N bi bi ® ® I I S \ y° \ \ w o ° L U.E. LOT 10 1 P LOT 5 1 s a l 1 9 T o o I LOT 8 I I LOT 7 \ INST w ALL ` T N° � ° N BLOCK 6 I �° `� I I SERVICE LINE I I I IN 3 HDPE SITE LIGHTING 1 c \ w SITE LIGHTING LOT 11 cnl I wo I I I I TRACTw T. _CASING 1 (TYP.) REFER TO � \1 �, `\ 1 0 (TYP.) REFER TO — — p ° LIGHTING PLANS 1 \ 00 Q I I I `N �\ LOT 4 1 1 m LIGHTING PLANS — — —ELECTRIC °METER I 30' ELCO — — S — — S— — m° / ` \ ` DRAWN ECIRIC (TYP.) I LOT 12 WATER ESMT, BRB TER ELECTRIC \ METER \ 1 1 CHECKED 4° L w° \ LOT 3 (TYP.) w \ \ DAP I� I 8" WATER ° woo \ \ 1 ° / 1 ` \ DESIGNED ® I LOT 13 N I g WL-07 M 3 `Ln / / 1 1 , BRB �S —S °�p� ^N � / / / / / \` t'1 \ FILENAME N l M 0009_UTILITY 0 1 \ TRACT U � N l l ° � \ INSTALL SERVICE LINE LOT 2 �v ° 1 pOL/ o0 I IN 3 HDPE CASING E �P••..••C LOT 14 LOT 17 LOT 18 1 LOT 19 \ 1 0 ' 1 ��� Qv p ° L LOT 1 LOT 15 ° / �o � �0 •.....••'�,� NTONAL E� LOT 16 - S - I E N KEY MAP . ° 1 ELECTRIC P TRACT V � L� — � � ° p e p � �� SS' NT S EWER � � E � NOTES LINE (TYP.) — — — — R R R� 1_� 12 S / , 1 BURIED w ALL POTABLE WATER MAINS SHALL BE C900 DR18 P 0 0 9 rn / WITH 4.5 TO 5.5 FEET OF COVER UNLESS OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. ELECTRIC �, ; — / a 1 2. ALL NON—POTABLE WATER MAINS SHALL BE CLASS 150, C900 o I— METER I LONGWOOD DR 3 1 ELECTRIC ' o 11 \ DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS (TYP,) II I I�-I I oo I ( .) OTHERWISE NOTED AND/OR APPROVED BY THE METRO DISTRICT. ST-313 \1 `1 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET / HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN e 24" STORM 1 \ \ LINES AND SERVICES. LOT 14 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL SEPARATION IS LESS THAN 18—INCHES, THE CONTRACTOR = 1 SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH STREET 1 3o t / 1 THAT NO PIPE JOINTS ARE WITHIN 10 FEET OF THE CROSSING.LIGHT 1 WAR ESM 1 ' ' \1 1 ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR Z (TYP-) GREATER SHALL BE INSTALLED. 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE O LOT 13 1 1 AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO H CONSTRUCTION. (� I 1 \ 1 r Ns N N \ \ W 6. NO TREE(S) SHALL BE LOCATED WITHIN 10—FEET OF ELCO W I 1 LOT 15 1 N a t SITE LIGHTING \ ` FACILITIES. Z LOT 28 LOT 27 LOT 26 LOT 2.TRAC I FF.OT 24 LOT 23 LOT 22 LOT 21 I HUNG 1 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES Q LOT 20I I LOT 19 I LOT 18 I LOT 17 I `\ 1 vim ° NON-POT (TYP.) REFER TO , �W�JJ I I I I LOT 16 5, � � SERVICE (TYP.) LIGHTING PLANS `1 1 W UNLESS 8. SANITARY SEWERSSERVICES SHALL BE 6E NOTED. � PVC UNLESS � � J t/) BLOCKS I I I I I I I I I I \ 1 0 \ �E W 0. • LOT 12 , 1 OTHERWISE NOTED. m WATER 1 1 1 LO ® 1 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS D SANITARY I SERVICE I I 11 a , 1 r� ; 1 OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE (n co S I I SERVICE (TYP.) ( ') 1 1 S , - o `Z/ / ' \ 1 PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. Q S - _w - - - S- - -S S- � S S- - W W S I S I I S I I I I � i rn 1 30,�� 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Q - - _ _- - — — - - - - - W - - W W W - S - - .S- °-2E 1 1 ELECTRIC �i�E ACCORDANCE WITH DISTRICT REQUIREMENTS. 0. J 4 g— BLOCK 8 METE 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10 8 — � � R \ \ TRA OR A A C A A o a g — — ss—o2 — — — -.— — — —� (TYP.) \ UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q �M J ° 12" SEW ° °° \ ENCOUNTERED. st w a m v w 9 \ FUTURE ROADWAY \ \ 12. ALL POTABLE WATER SERVICES SHALL BE 3 4" TYPE—K ALLEY D ° °WL—O8 w to / SHOWN FOR \ \ / Z _ o 1. 4 ' REFERENCE ONLY \ COPPER ON A SINGLE METER PIT AND 1" TYPE—K COPPER ON _ — _ _ s WATER ° M Qo S 1 / / 1 DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE O S S S �� S S N� — — — — — — '� — — 3 �1 LOT 10 rn \ \\ LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED S S S� S S I —�S SS M S \ 1 w._ 1 �\ ' \ \ UNDER DRIVEWAYS OR SIDEWALKS. 5' UTILITY I 1 1 1 1 1 N ® \ 13. ALL NON—POTABLE WATER SERVICES SHALL BE 3/4" TYPE—K ESMT. (TYP) I I I I I I I 1 1 \1 / '� \\ COPPER ON A SINGLE METER PIT AND 1" TYPE—K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE \° LOT 29 LOT 30 LOT 31 LOT 32 LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED LOT 33 LOT 34 LOT 35 LOT 36I I I I I 1 43 1 / ` \ UNDER DRIVEWAYS OR SIDEWALKS. 1 1 1 LOT \ 1 0 1 / LOT 9 \40 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED LOT 37I LOT 38I ILOT 39I LOT I 1 LOT 42 \ N \ IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL — I I LOT 41 ` 1 1 , 1 \ REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM THE TRAIL ASMASTER PLAN. SPRAY SURFACES IRR IRRIGATION, SPECIFIED IF REQUIRED, H ED, ALL BIN THEIE DESIGNED cp' E E---`TRACT EE E AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. �` J Ir v 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE ELECTRIC �1R R� I I — R m E OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. 0 �I R F� �R 1 � Ld METER MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED (TYP.) I I I E—E ` ° \ SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO o E E E E 1 ' 1 ELECTRIC THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE TRACT GG e --SITE LIGHTING ELECTRIC E�CO LOT 8 LINE (TYP.) OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE ,,, ELECTRIC (TYP-)LIGHTING PLANS REFER TO LINE (TYP.) w p�R ESMt WATER SERVICE (TYP.) WITHIN THE EASEMENT. N ®� SS-3A METER e �— I ■ / 1 24 STO M (TYP.) � 8 Pj 1 ° \: LOT 7 \ � TST, INC. N / CONSULTING ENGINEERS 1 LOT 44 \ 1 5' ' 748 Whalers Way Suite 200 Fort Collins BLOCK 8 SANITARY �` Colorado 80525 Phone: 970.226.0557 1 I I I LOT 51 LOT 50 LOT 49 LOT 48 LOT 47 LOT 461 LOT 45 1 ` , �SERVICE (TYP.) JOB NO. \ `o ILOT 59 LOT 58 LOT 57 LOT 56 LOT 55 LOT 54 LOT 53 LOT 52 LOT 6 1230.0009.00 I I 1 ° \ \ SCALE 1» = 30' I I I I 1 S _ - S W DATE OCTOBER 2024 — S— S- - S� I S _ S - S - - - - - _ S — �w �� _ S S S S —_WL S S I I � ° I of � � 30 0 30 60 WL I'— — — — — —>J o SHEET �.. N o _ _ �- o I LOT 5 0 X- J w ° WL 09 f-° g scale 1"=30' feet 46 of 224 SEE SHEET 49 N 1 � 1 1 1 1 1 1 ' 1 1 Z 0 IL 1 z Of C) 1 w [if 1 � 1 F- DRAWN BRB 1 � —21 \ / 1 \ v / CHECKED w� DAP 8' WATER \ o // DESIGNED 1\ 1 1\ \ / / BRB \ ' 70 0$ ' � � o \ o � / FILENAME 0009_UTILITY L/p E '0�o pp D / P . tw y :'� 00 / • KEY MAP NOTES N . T. S. 1 1. ALL POTABLE WATER MAINS SHALL BE C900 DR18 PVC BURIED WITH 4.5 TO 5.5 FEET OF COVER UNLESS OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. 2. ALL NON—POTABLE WATER MAINS SHALL BE CLASS 150, C900 DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS TEMP FH FOR OTHERWISE NOTED AND/OR APPROVED BY THE METRO DISTRICT. FUTURE LINE 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET EXTENSION HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN 1 / LINES AND SERVICES. 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL xl�_ SEPARATION IS LESS THAN 18—INCHES, THE CONTRACTOR SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH THAT NO PIPE JOINTS ARE WITHIN 10—FEET OF THE CROSSING. ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR Z GREATER SHALL BE INSTALLED.1'0�y'00• / 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE O AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CIO W 1 1 / 6. NO TREE(S) SHALL BE LOCATED WITHIN 10—FEET OF ELCO FACILITIES. > Z 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES Q I,a,1 \ \ / / / UNLESS OTHERWISE NOTED. o J 8. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS m OTHERWISE NOTED. W 9. SANITARY SEWER MANHOLES SHALL BE 48 DIAMETER UNLESS OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE CO PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. Q 1 / / 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Q = J ACCORDANCE WITH DISTRICT REQUIREMENTS. > 0 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q ENCOUNTERED. / 12. ALL POTABLE WATER SERVICES SHALL BE 3/4 TYPE—K FUTURE ROAD FORWAY \ \ // /� / / COPPER ON A SINGLE METER PIT AND 1" TYPE—K COPPER ON Z SHOWN REFERENCE ONLY \\ // DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE O LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. 13. ALL NON—POTABLE WATER SERVICES SHALL BE 3/4" TYPE—K / o / COPPER ON A SINGLE METER PIT AND 1" TYPE—K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL \ / / REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED / AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. EX. 24" PRPA WATERLINE / 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE / OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED \ \ / / // SURFACE, OCCASIONAL\ \ EX. ELCO 12" WATERLINE L SEASONAL MOWING 23' ADJACENT TO REPAIRING/REPLACING SURFACE DAMAGE \ \ � TRIC \ / /� �� / / / THE TRAIL SURFACE,OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE (TYP.) \ \ // o c�G' / WITHIN THE EASEMENT. \ EX. ELECTRIC i TST, INC. CONSULTING ENGINEERS to Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB N0. 1230.0009.00 EX WATERLINE SCALE , DATE OCTOBER 2024 y \ EX. TELEPHONE 30 0 30 60 SHEET scale 1"=30 feet 47 of 224 SEE SHEET 45 N 7����SITE F wELECTRIC LIGHTING ELECTRIC METER METER L J I D I (TYP.) (TYP.) REFER TO •n,P L_ LIGHTING PLANS (TYP-) ELECTRIC LID #5 w Z LINE OUTLET (TYP.)L 5 0 STRUCTURE u� # z � ELECTRIC DIVERSION o w SS-3A ELECTRIC METER METER STRUCTURE 0 54" STORM (TYP.) (TYP.) SS-3A � ti. tx s• "' I o of j b r ti i+' l gti�F< �O' STREET Q ` ; -`` a \ I oLd LIGHT F I TEMPORARY ~ '�} ~' �' LOT 37 LOT 36 (TYP.) EMERGENCY rk;4t '��'ti,;!. �� LOT 35 LOT 33 LOT 32 LOT 31 LOT 30 ?� ?::,• .n , ,�•,._. LOT 34 T LOT 29 - LOT 59 ACCESS 't'"`:~� �. .°� "!` / ° '�•,�•;� ':�. ?.� � I I I I � LOT 58 � / — ROAD ��: .•. A`s� �. I m I m / / ^; '•`''�:ta'�°r' .°t9 I WATER SERVICE 0 N a I ) I DRAWN / � M +�':ti.y:�ri•;.i'r`..yv.9•' 1 �.t1'i � (TYP.) (n / EX. 21" SANITARY SEWER ~ '� `�''`* W — S S S CHECKED Icn I I - - - - - - - - - - - - - - — - - - — - - - - - / / TRACT A A l Y,�.., t�0 :r:.:,,;7:. `.1.:•,�,t: t..rg`,;. r — — — — — — — — — / � :,.;' I , ` -� :. .. :.;`:.:�• ,.; y�ti` _ — — DAP 'rti,tv.�:•:".c, `ti +,`,`�i��f..x:>�;}a ;x,.::i`�y;{`:�i:iJ LLJ. s•`�•", t`�z _ ALLEY °� ° �Ys.. =ti,,,..,J:i'','r t.aJ':ti'fi r ks.^t "+•'4r•r`IY,YA•. y+•...r`,`t S',:W :4.`.':•F:4;qr...�g ° ° `'� / �`;{� }v;t r.,y.*,4.ta ye. •w o�'..w:•• ';t} 1r% }}...f:,; i, r. m s S�i T�3° s o DESIGNED S.. J„.•,•.t` .i e° i".YLi .ti s+.y•.7 fit. Gj / :tv: :s% :a:.Y. ,c4`+':c.•x. t; :,. i:.x,..OF-5•+};:.,t o 4 Gj `y,+•r.•. :.�q,�a•�i,.Y.�,`';i„rfr.{:ti..*..�i.i�.`+''`"•ra.�';,y'�;;a•'?°M Qi. ?;:,.:.,+••°� i'a d ° ° `� ° n s�`dR J. BRB r": ,. v .� .•r Y:.;z}c; .. •k:- 3: "{ : {;:`� . • ss-2c 'TRACT X / � . I �1 a.-•%yam as;->-ti•-•,� �i",w° ,is=7� ;•�?+c•• l.. ,�_�. ° ° ° FILENAME o g - - - - — - - - 0009—UTILITY S S - S ,� - - - S - � S= S - - -S - �, - - - - — / . I S S S - - S- P00•Lac I I I I I ��•• � �P� � ° IR TRACT CCT 38 LOT 41 LOT 42 ST-3D � sT-3D LOT 45 LOT 46 LOT 49 9 LOT 60 LOT 61 L to " STOR �/ 4" STO _ I LOT 39 ° m �,�` o I I LOT 40 LOT 44 I LOT 47 KEY MAP LOT 43 I NON—POT I LOT 48 14oe Row N . T. S. BLOCK 7 SERVICE (TYP.) o I NOTES 0 N °�� — —_— — — — — — — _ — — — — — — —L IR R IR R IR R IR IR R 1. ALL POTABLE WATER MAINS SHALL BE C900 DR18 PVC, BURIED • 9 % I — IR R J w w - fR WITH 4.5 TO 5.5 FEET OF COVER UNLESS OTHERWISE NOTED I41 I I° I I� F e AND/OR APPROVED BY THE DISTRICT. E I �I I I__ l / •m 2. ALL NON—POTABLE WATER MAINS SHALL BE CLASS 150, C900 E E E DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS 1 ss—o3 AUL OTHERWISE NOTED AND/OR APPROVED BY THE METRO DISTRICT. _ ELECTRIC v e 91" STO M METER ELECTRIC 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10-FEET METER HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN r i w ( •) m o (Np,) LINES AND SERVICES. - - I _ N 3 0 w w 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL TEMP FH FOR o U' STREET N SEPARATION IS LESS THAN 18-INCHES, THE CONTRACTOR FUTURE LINE ST-04 LIGHT o o ao "' SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH EXTENSION I . I � 42 $T RM (TYP.) � MONTAVA AVE THAT NO PIPE JOINTS ARE WITHIN 10-FEET OF THE CROSSING. I WL-18 w ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18-FEET, OR Z I 12" WATER — ST-04 sT-04 ELECTRIC w `l' GREATER SHALL BE INSTALLED. I 42 STORM METER ELECTRIC ST-04 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE O L — — . R 6 STORM METER r�. o (TYP.) , � AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO E I ( •) 24' STORM H CONSTRUCTION. E ~ w ° F_ AULT w W 6. NO TREE(S) SHALL BE LOCATED WITHIN 10-FEET OF ELCO 0 9 >• � � of Z o I° • I ,� - _I--�—I°°_� e °0o g E E FACILITIES. —I ° I 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEESF Q I — I I -- -1 I oI v 1 p I`' WW 8. UNLSANESS OTHERWISE SEWER NOT ES SHALL BE 6" PVC UNLESS J L - 21 21 I 21 21 I �i 21 I 21 2�I 21 I 21 ?�I `v L`' c, o w V>t F F , OTHERWISE NOTED. m W V' 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS m I OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE (n PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. Q l BLOCK 9 I I I ELECTRIC I .e 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Q = J I _ ACCORDANCE WITH DISTRICT REQUIREMENTS. LINE (TYP.) TEMPORARY I I I I 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' 77' TURNAROUND I LOT 12 LOT 9 LOT 8 LOT 5 LOT 4 I UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q ROW , LOT 1 LOT 20 LOT 19 LO ENCOUNTERED. D LOT 10 I I _ 12. ALL POTABLE WATER SERVICES SHALL BE 3/4 TYPE-K Z LOT 11 LOT 7 LOT 6 LOT 3 LOT 2 COPPER ON A SINGLE METER PIT AND 1 TYPE-K COPPER ON `` `• `y'x':`;t.�� ` �`°••rg'�'�`�{s}c ` ';- DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE WATER SERVICE TYP. I I ..z,: a.,:,•.:: �:,;>;'•,:;. .;,. ,. r:. . "-' ( ) I SANITARY W LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED •�, r=i 7�.t w�...,f 'f,`.�i;4`i; .<•YF..t'zy?",�,,LY:.�:r.V!!, t,.. SERVICE I ,:w:E:•ss= '•A's d',+.h.. `:hY .`.},..T,f,;;••:;�:_,•'•. JrS;•=•¢ .;. TYP.) � _ r• •-� .�.. „'�;•,.• ,..}_:r;,' :..i,•r,,�,�,, . �•..� I UNDER DRIVEWAYS OR SIDEWALKS. w I .;��:. "� r:Y�s' .; :s:^ ,`,',; �':J:.�4�•` :�:_ - S S - yL - - - S S S I 13. ALL NON-POTABLE WATER SERVICES SHALL BE 3/4 TYPE-K ' ~ ' +{ , �'• k " ;f M 4y 4� Y — - - - - S COPPER ON SINGLE METE PIT AND 1 TYPE- COPPER ON J ti ti, M,fr i•,{ S:l: y{5 : 1`14�,'.F..t `" l l 11 — III II '`'` - - S R A R A K R ',,a;4'F' '{•a'r';��_•'�,.,i!},ta:�;��h`,..•.[ `•:�,stic.g..°.`.•a„�:w:,,+;, aY. 4 '' sti':�i ° t tia;x'ti r s�. .c:.y..7rtti; ?y';ti+ .nY,,�>t,.,,,,.k;r:.�•.`„•,.,.`i. ° : , - V '`'•f •iT.,'y, '� ,.:•'�!• ,,;:�.`.t';' `x- :t}•• L `y;^k.;�.ti t?�,!; • „ o ° ° . ° ,� ST DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE :,. y:. •=+.i S •. :I '4 .ba"tt•'," 51i .v: i'A''!{:' .J °° �.��:,±,a•,•,;'•y •.ys•: .y :'; '6't7 .� .,y... :.'tc y� iy1S S:%i{, x;'. =Sr }. y..;,: t V W SS-1A e 0 I , .:,.*-",{5'; ,.t:;:i•,. ;�??+w•:i...41•;,.}r.;,'.{• :l••r+i:'.:�:}: ;.t.,•. :t.• w,i3 'ta"- ° ° � �� ���� 24 � ° S _ LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED I : .,.•�a::;:�':.`• 'ie.•., .e, .t:�,.:if'k,a .',+tia. •.'1•,t,• +'.'Le!`+i,.fir:.,.q..i: a. ° � ° °n ° ° v `ST t,::;.};..u •:,.3_ t.; }:r''•k", [t+.':;` : .7 ::: 8 SEWER a 0 5•+�.:. ,,} 1. •L, • a - ° ;�. :F,•. •.t ..�. . . ,ti'� :►_";:= .r.•,f,:��;-r.•...�."•:�..�;.: :,y ° � -o ° - ° ° UNDER DRIVEWAYS OR SIDEWALKS. >•,k- . ....�,. , s.. . , '. ,_ ': .�,;) :f'^.:. M ALLEY Av Q a 0 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED IJ' I ,:;., .c... ,§:;.,,:,.tit..}.:,tea: r.. rk..p:.,•,. f.,:t,:�.. t,, ° WL-16° ° °9 ° I ,.,.a•.4.. i t,r a.•.p- �.ti4'.'.{`7�; .R,7.M1,:.}:' ..rw•.�•i}.�.�:.n+::•,•''i'i 7-•': °: M1 s• ° • o - IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL WATER �- - - - - - - - ° REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. N Y:non::s ,'Y`s :,: }"'f' ; ;..` ' ^=t: �;`y =•�:K `� LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM fT��IrI/ •'`-',' :"� t�•,..::.c�';:. •{' �'`'�•t,.;a''.��`:`tt'�'`,e.� :"``:'• / THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER III I •,`�„�.•�.,, �. .. r'�:.. :.+ , ,,...I,:t i ,. w PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED •.rk�,;;:;:aby ;; �<,+.Y.y`,s;;:M', �.v;�l` ' - AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE JI w ' { §:^ M1l•.S e'p: :y:,.=; a.f' I VOA v OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. ''Irl M I ROW 8' MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED j I I SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO - THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE a 0 I OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE WITHIN THE EASEMENT. I 'o I w TST, INC. TRACT JJ I m CONSULTING ENGINEERS j II ^ 748 Whalers Way w Suite 200 Fort Collins . Colorado 80525 � Phone: 970.226.0557 / i I o JOB No. 1230.0009.00 3: SCALE „ — , 1 — 30 0 I I Z DATE OCTOBER 2024 I Q I I TRACT 11 0 30 0 30 60 SHEET Ld/ F_ I scale 1"=30' feet L� I I I 48 of 224 SEE SHEET 50 SEE SHEET 46 N /TRACT EE � � ° m E� " ELECTRIC METER E -� o E 1° w (TYP.) o E E E E 1 ELECTRIC U) - 0 TRACT GG o SITE LIGHTING ELECTRIC �.Co \ LOT 8 LINE (TYP.) oCn (TYP-) REFER TO LINE (TYP.) WA R ESMT bi o ELECTRIC � ° o N ® w LIGHTING PLANS \ WATER SERVICE (TYP.) LU ss-3A METER f I ° ■ ��,�` 24" STO M (TYP.) o ° f ` 1 LOT 7 aL 1 LOT 44 5Ld \ v v °V 'SANITARY �' o 0 BLOCK 8 LOT 51 LOT 50 LOT 49 I I LOT 46 1 1 � I I 1 1 1 I LOT 48 LOT 47 I LOT 45 \ SERVICE (TYP.) 1 1 1 1 1 1 1 LOT 6 m SLOT 59 LOT 58 LOT 57 LOT 561 LOT 55 LOT 54 LOT 53 LOT 52 1 1 � \ o °o <� \ m 1 v1 1 DRAWN BRB ► . S s s I I I I I S _ — — _ CHECKED _ L W - -W� - - JKIaL -s - �:�. S S s 1 I DAP —J _ _ _ yr — — _ S _ L _ S_ s of ST�3iV s o —J — — o — — � — —°-�,°° I I LOT 5 DESIGNED 0 24' o V W WL— g 09 o N° v v II N m BRB 0 4 SS ALLEY D° c ° v 8" WATER o v o > W W TRACT°DD d' I ,I FILENAME �a o $ t 5 -— — — 8-s RM° U.E. _ 0009—UTILITY ° _ S — S— —S - -S - - - - — - - _ — — — - - — - - - — - - — LOT 4 I m p0 L/C s S S IUD S S s �S� - - - ��- - �-° S s S S S 1 1 I I I FI m SITE LIGHTING 1 I I I I I I I I I I I I G 1 BLOCK 8 I 1 w °� ` I` 1 LOT 3 (TYP-) REFER TO 1 1 I I I IL LIGHTING PLANS ILOT 60 LOT 61 LOT 62 LOT 63 LOT 64 LOT 65 LOT 66 LOT 6 TRACT/\H H.oT 68 oo ° I I LOT 69 LOT 70 LOT 711 ILOT 72 LOT 73 LOT 74 LOT 75 LOT 761 00l I KEY MAP > 0 1 1 I I I a 61, IN LOT 2 I I 1 NOTES N . T. S. 30' ELCO I I WATER ESMT" m 1 1 1 NON—POT 1 1 1 1 1 1 I I -_ -fR — — SERVICE (TYP.) I I to 11� 1. ALL POTABLE WATER MAINS SHALL BE C900 DR18 PVC, BURIED I WITH 4.5 TO 5.5 FEET OF COVER UNLESS OTHERWISE NOTED �R R- R - —� 1— _I I— �IR I IR I �� I o I LOT 1 AND/OR APPROVED BY THE DISTRICT. 0l I I° I ° 1 -d I I I I r I v —I f� {-J } L� — — 2. ALL NON-POTABLE WATER MAINS SHALL BE CLASS 150, C900 E I ° v I I "I ® DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS E E I .`. ti:''�: 'Y.:;R, OTHERWISE NOTED AND/OR APPROVED BY THE METRO DISTRICT. • >:t *:r: ~� �:.,�x:� `•};�� 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET ELECTRIC E�_�',�rt.:�;; , .r � •�,. :;; ' TEMPORARY HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN :,.,;:-; °< ,,! :�; TURNAROUND LINES AND SERVICES. ELECTRIC ....,:::,r,.•�: °-'° -- ,'-:•y,r , a • ,: �r..x. METER ELECTRIC ;,•. ; ... ... _.. .. a:�:_.�t-K, , METER METER ELEC •�,r-.• :..r, x•.-:;_L:.;�,,,-,.fi:-:•�,. ��...;..:w��=. w ( •) VAULT EL ME�TEIR rf; "`°"°��`%''''``"'' :' ''"•i"'` ''' ?'','"'*'`'w:`' tX '"" / 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL STREET (TYP-) , (TYP. STREET ' `"':;;:� =�, ' a';; ': `=� ''x;� ;�`'S}'Y: �a�•� •ti''t 'Y:�h� SEPARATION IS LESS THAN 18-INCHES, THE CONTRACTOR LIGHT .; ) �:�{ i�� •' . Iti ,;. }t:•u4::- / LIGHT ,,a..,;. - ,- a �;, , .w`Y`r�.',�•ti {,. � / i SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH (TYP-) '` THAT NO PIPE JOINTS ARE WITHIN 10-FEET OF THE CROSSING. ' ' ; # ' { i:,.; ti• / ONE LENGTH OF PIPE WITH LYING LENGTH OF 18-FEET 0 ^ N , ,• cf°'e yC`�a•ti:? d •.i`4 :5.'s*•: • ...•;' '3d`. ti'}-0`';;• i Y:' i / w MONTAVA AVE a. �,.�i . :•�. :•..;.. ,•. . ;n . ; �• .�:— / / / , ELECTRIC ''k'+b� '' s �' r. .; - ,�:►-; 5.: v-. ., �..d:�Fr ,; •�' ..*'.t;. ' +.: 'P•��•r.+.:L '�••Y' � t _ {_�: GREATER SHALL BE INSTALLED. "''�:.: .s.:` "'"k t•'r `tt / 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ELECTRIC LINE (TYP.) tF..4. �',;•n-':4:•:{:.,'..:.�' . }A•yV ; ,P:.4:'i:7t.: '.•y'<-.A.l:p I / O O ' =r '" •`:` ''-7-; g" WATER - METER „`;':" •'• I - , / AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO ELECTRIC :r :,,•;aP ::wL-i�s,'r �_^ CONSTRUCTION. (� W (TYP.) VAULT •:,:'. is•Nar 3.�.ya:.ti:, "�.,5:� ,,r •:r ,4;.r,;.:•.. :,:.t"r / W — �.w'�,. .,��`-` r 'x,,: �i �v:,�^r, '" 6. NO TREE(S) SHALL BE LOCATED WITHIN 10 FEET OF ELCO a .ve.l.+.•ri ..y�..,;:'• . :§+;•'•:t -. - ter;:.- // � v.9 5•i^µ.''Jt'y'"'t yl••iY a ti Y,} {w�.�.M1,.• iM 'R• v... .N N' / / 2 E / , FACILITIES. _ 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES Q 1' r{:. a ^ `. .:h' •� , +c ..y•.w. '�4 aixy:. 4+yt .a.: ty.t.a y. .2.:•.},r1•.•...:4'.,ti � � d UNLESS OTHERWISE NOTED. _ { ttttttJ _Lj I` I E {�'. � '<,ti�' i....y.y�.5", % 8. SANITARY SEWER SERVICES SHALL BE 6 PVC UNLESS I I v I T1.� '� jy i,•y,• 5�'• � / I , OTHERWISE NOTED. W FUTURE ROADWAY / ��� �;\ 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS D SHOWN FOR \ / ��' \� OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE (n /� PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. LOT 3 REFERENCE ONLY 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Q J 1 BLOCK 10 1 / �� �� %r , ACCORDANCE WITH DISTRICT REQUIREMENTS. � � ' 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10 UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q IN LOT 2 / :/' �` ENCOUNTERED. D LOT 20 LOT 19 LOT 18 LOT 171 ILOT 16 LOT 15 LOT 14 LOT 1 TRACT LL_oT 12 1 1 LOT 11 1 I LOT 101 1 LOT 9 1 LOT 8 1 LOT 7 LOT 6 LOT 5 LOT 4 1 to I / ��o \ / 12. ALL POTABLE WATER SERVICES SHALL BE 3/4 TYPE—K Z 1 1 1 ( WATER ESMT 1 BLOCK 10 w ��o`� o ��- COPPER ON A SINGLE METER PIT AND 1 TYPE—K COPPER ON 1 01 0 o I �� ��o // \�c� i DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE O SANITARY I LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED SERVICE (TYP.) 1 1 1 1 1 1 1 1 1 1 ¢° �' UNDER DRIVEWAYS OR SIDEWALKS. " LOT 1 / 13. ALL NON—POTABLE WATER SERVICES SHALL BE 3/4 TYPE—K 1 I 1 — w " — WATER SERVICE (TYP.) W ELECTRIC METE i / COPPER ON A SINGLE METER PIT AND 1 TYPE K COPPER ON oR �S _yU - S S - S I- - - s - �L - s . W- s- VIL -S ®� - s _ _ S _ _1 S _ 1 I I Q i °° TYP. . PROVIDE / �` ! DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE �' s s� s � ` ® � ✓ / LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED W — w W ;ss-oi ° o° �ss-o� 5 / FUTURE BUILDING/ , / -� / � UNDER DRIVEWAYS OR SIDEWALKS. �` o � SE ERw° ° ° ° ° °o � o � ' ° °� o ° ° ° o e ° ° / \�i�` 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED U.E. ° SEWER APPLICABLE CITY CODES AND WILL ° � ° 0 8» ° ° � ALLEY B o wER / / y /_ IN ACCORDANCE WITH ALL 8" WATER ° ° o g w o o I // O _ e / / REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. - - - - - - `WL-16= =- - - - - _ _ _ _ _ _ _ _ _ _ _ I / > _ ___ - -"- LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM / J // /� / L MASTER PLAN. SPRAY THE TRAIL RIRR IRRIGATION,FACES AS SPECIFIED REQUIRED, HALL BIE DESIGNED AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE / OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. ` 8 / MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE y / / / WITHIN THE EASEMENT. TRACT KK TST, INC. CONSULTING ENGINEERS / 748 Whalers Way Suite 200 Fort Collins Colorado 80525 / Phone: 970.226.0557 JOB NO. / 1230.0009.00 / SCALE DATE OCTOBER 2024 30 0 30 60 SHEET scale 1»=30' feet 49 Of 224 SEE SHEET 53 SEE SHEET 47 N �y / 1 r /`D- N -�'E' � \\ `�FiL �y \\ EX. 24" PRPA WATERLINE � � m N E�TRACT EE \ \ EX. ELCO 12" WATERLINE Z/ � � / / o 1 ELECTRIC \ \\ // o /� �p / // z Of 30j ElCO 1 LOT 8 LINE (TYP.) \ \ / �c,G' / o Cn \�WA�R E N ® \ \ EX. ELECTRIC / pp� y // > o WATER SERVICE (TYP.) // / //� �� / / LEI 1 LOT 7 1 LOT 44 5 ' %� % \\ / Ld a SANITARY �' / �\ / / o 461 I LOT 45 1 1 1 SERVICE (TYP.) � 1 LOT 6 m EX. WATERLINE ` 1 0V / DRAWN BRB / CHECKED EX. TELEPHONE DAP LOT 5 1—° I I DESIGNED BRB,�, ; �,, ; \� i W Ce TRACT °D D° o /nj �� / / / \� FILENAME b�, o ° s 1 5' �— / '�o `� / / / \\ 0009—UTILITY / LOT 4 3 SITE LIGHTING BLOCK 8 I aLOT (TYP.) REFER TO / // / /' / \ •••••••••G� ® LIGHTING PLANS E� ° I I m / �/ / // / \\ ONAL J / 731 ILOT 741 LOT 751 LOT 761 °I I \ KEY MAP I> IN LOT 2 ,/ , ' �'� %/ i / \ 30' ELCO ,,' / //, / ';, / ,,- `\ NOTES N . T. S. I WATER ESMT' / / IN \EGG' y 1. ALL POTABLE WATER MAINS SHALL BE C900 DR18 PVC, BURIED L— LOT 1 /� _�;"" \p0 /,/ / WITH 4.5 TO 5.5 FEET OF COVER UNLESS OTHERWISE NOTED _IR f ' RR i— p — — _ , , c� // AND/OR APPROVED BY THE DISTRICT. / ; 2. ALL NON—POTABLE WATER MAINS SHALL BE CLASS 150, C900 _,-� ,;"� '� / ,! DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS o I I I`o I ° ° ® / OTHERWISE NOTED AND/OR APPROVED BY THE METRO DISTRICT. .• tiy�t." airy•r,., a. � � / }'}' '''4 � ' ' ` �• 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET E_ `. .i ,.;; _::ram;;.: :�. . ..} ,-� .,, TEMPORARY HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN •ix. 2r1,:kA••:iA:'�;.�. ,�.;,.:, „ • tr,,.=.rF.;;4.. TURNAROUND LINES AND SERVICES.ELECTRIC �:is r:r :�:.::wzws�,��,�:' ;::: •�.. :„t ,-- ' / / ' `` METER / 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL +,t:'3+. ?r;,,; +i.•'•••u ..,. .j•N i. v +e'•w-..+,.,.i,<.:•.,., / (TYP.) STREET `: y`' '` `,�'�' �::�`�w' '; :�:'�}� . '_ •ti =.+-�Y :'" / �; / SEPARATION IS LESS THAN 18—INCHES, THE CONTRACTOR •+.ry,tyi�.�i` tii'•',�'+t ,•t•�.•.'...- _��_ -- _ -,-,.:.-tie :'�'S'..¢'-v_ / / // / LIGHT �,y:§: ;>w:k: --' : . tY ': sr ;x:, ' ;Ai� , / ' ,�' / SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH ( .:::'"-:-...,ii�`tsd y'�.t•.i.,,d:,f£�'{:k,yr t:4.• •.• ;.r..?}.,•.r 3yk'•:';;;:,y �/' / / l .l �i�'/� / /' / .) THAT NO PIPE JOINTS ARE WITHIN 10—FEET OF THE CROSSING. MONTAVA AVE ;a :ys ;3 ;,�,, .•i r a 'i ^y .. :w f.rti,. > :,� !.. / / ; ; y �/ / ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR Z i z �t J Z S s ,w 4 ,{ a :` ,�• •ti = ;� ;VF,a�: / / / P-.nth.` tt,!•y. .t:;••, .S. •y:•.:.i: !,�..::..._ I GREATER SHALL BE INSTALLED. :.t;?;r �=� ';•.•k'ti:`"'r yf "'` °=...:-,M;: ••_„ ; /' / 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE O >s ' ;,8" WATER'►•_ k r r ,.+ ,_:: I �o� /� y / / AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO ELECTRIC , :-0 , `. •-__:wL=i��:. .�_ _ VAULT ;, -Rr ..:�..::�: ,., cr=;. , ,.;+,..cfi „:.t�. I / CONSTRUCTION. co {'},,J'S-�R\ 1: 4.1•N:`e4�y'•.4,+J�:,•:•:•:.•r�=t4. A..,.•r.:.S,,r 4:14•-,:!e+2..1, I � , // / / / % 6. NO TREE(S) SHALL BE LOCATED WITHIN 10—FEET OF ELCO v,t F:P �'�r F.�:: '£tie:t.+:i ^''•' �' '7.•i:•. / •v.�,:},SI�i+'1y:iY.C �YJ. h•' .•Y+' ::Iry'.•.:,... _ s ,.,�\:"c�L�t•• /� /�/ /' / FACILITIES. ..y•.x ' :d';; {'ea i' ..} i'�:' 't5f`l: •,r h:�•ts•�'•� \ / / lA l ,� ;;;�c+ 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES ��.;::.iM1hlya•+:}'„�•.t+1d'a.4S 9`�yti��,;�ysy kAi'��$.':''^% \ � / / / W 4.5.4. {: ;• : ; •;.;' ;•.;. : y:'• ,n / , UNLESS OTHERWISE NOTED. J I "`•:• .•`;-.`'.'�;''.::r=4�•=:k,. � / � I � /y � 8. SANITARY SEWER SERVICES SHALL BE 6 PVC UNLESS C m W I I �� �•P / , \ / , , OTHERWISE NOTED. ` � / 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS D � w / '1' FUTURE ROADWAY \ / �� ;� ` -;� SHOWN FOR \ / ',�r�� /y / // OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE N \�' i` ,'� „ PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. LOT 3 REFERENCE ONLY Q of ° 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN /� \ ��°'> '�r ;// `�� ����' �/ ACCORDANCE WITH DISTRICT REQUIREMENTS. > a. > J I ' i ` \- / 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10 UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q I IN LOT 2 1 ° %/;' ! ENCOUNTERED. " /� t�, 12. ALL POTABLE WATER SERVICES SHALL BE 3/4 TYPE—K Z LOT 61 I LOT 51 I LOT 4 I I` 30' ELCO I w o �� / n'� ` �p y '`� COPPER ON A SINGLE METER PIT AND 1 TYPE—K COPPER ON 1 I I WATER ESMT I BLOCK 10 �� o� // \ ; ' ' // 0 \ DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE �pp\�' LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED 1 1 1 1 1 1 1 I e N LOT 1 / �� G / UNDER DRIVEWAYS OR SIDEWALKS. 13. ALL NON—POTABLE WATER SERVICES SHALL BE 3/4" TYPE—K ELECTRIC METER _____ =_ COPPER ON A SINGLE METER PIT AND 1" TYPE—K COPPER ON (TYP.). PROVIDE DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE t J /y / LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED — �S� — S— — —S — —I . ® SERVICE FOR �,` --" �J / \ i °0 u E. / FUTURE BUILDING UNDER DRIVEWAYS OR SIDEWALKS. 'SS-01 --_-- ` _ 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED 8" SEWER ° // y -""- IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE WITHIN THE EASEMENT. KK boo, "y / ,// TST, INC. CONSULTING ENGINEERS Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB No. 1230.0009.00 SCALE 1 It = 30' y / / DATE OCTOBER 2024 30 0 30 60 SHEET scale 1"=30' feet 50 of 224 SEE SHEET 53 SEE SHEET 48 N 0 r e �c� R ST—4B cn z it / ��0 36" STOR 0 w m > o w TEMP FH FOR FUTURE LINE �`' �o EXTENSION o I P�, ST-04 04 �_54VSTOI 1 m U I DRAWN = BRB Cn CHECKED IL W DAP DESIGNED BRB FILENAME / / I 0009-UTILITY / EX. 21" SANITARY SEWER J I pp0 L/c �� �- I I TEMP FH FOR � :.• � JP � I I FUTURE LINE V: QUO GAO EXTENSION `�G O\S,��1. w KEY MAP I I � w , N N . T. S. NOTES I II 1. ALL POTABLE WATER MAINS SHALL BE C900 DR18 PVC, BURIED WITH 4.5 TO 5.5 FEET OF COVER UNLESS OTHERWISE NOTED II AND/OR APPROVED BY THE DISTRICT.2. ALL NON-POTABLE WATER MAINS SHALL BE CLASS 150, C900 DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS OTHERWISE NOTED AND/OR APPROVED BY THE METRO DISTRICT. 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10-FEET HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN LINES AND SERVICES. 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL SEPARATION IS LESS THAN 18-INCHES, THE CONTRACTOR II SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH (,n I THAT NO PIPE JOINTS ARE WITHIN 10-FEET OF THE CROSSING. ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18-FEET, OR Z GREATER SHALL BE INSTALLED. II I 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE O AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO n I CONSTRUCTION. (0 6. NO TREE(S) SHALL BE LOCATED WITHIN 10-FEET OF ELCO Z FACILITIES. 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES Q cn I UNLESS OTHERWISE NOTED. 0 0 J � I 8. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESSIn 0. OTHERWISE NOTED. � W 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS (n I I OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE (n n I PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. Q 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Q ACCORDANCE WITH DISTRICT REQUIREMENTS. > J II II 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' U UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS U I ENCOUNTERED. II I 12. ALL POTABLE WATER SERVICES SHALL BE 3/4" TYPE-K Z COPPER ON A SINGLE METER PIT AND 1" TYPE-K COPPER ON O DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED II UNDER DRIVEWAYS OR SIDEWALKS. 13. ALL NON-POTABLE WATER SERVICES SHALL BE 3/4" TYPE-K COPPER ON A SINGLE METER PIT AND 1" TYPE-K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE U I 7s,, S\0 LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED UNDER SIDEWALKS. II I S��F� 14. LANDSCAPI GWAYS WITHINRTHE RAIL EASEMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL w REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. o LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM N THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER N Cn PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED Ln AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE OF THE REGIONAL RAIL WITHIN THE DEVELOPMENT. MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED II I SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO H THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE EX• 20, W OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE gO 'FLDER SANITATESMT WITHIN THE EASEMENT. DISTRIC I U' I W I I I EX. 21" SANITARY SEWER INC. I TST, I U� I CONSULTING ENGINEERS I I 748 Whalers Way I I SS-01 Suite 200 Fort Collins I I Colorado 15" SEWER Phone: 970.226 0557 I I I � I roe No.SCALE 1230.0009.00 I I I II 1" = 30' I � I DATE I I 30 0 30 60 OCTOBER 2024 I I SHEET I I scale 1"=30' feet 51 of 224 SEE SHEET 54 SEE SHEET 48 N •-t xa y? `ems , V. i 60! ROW 04 I'I ` 3 o I oII _ LLJ LLJ W oLLI cr I � Q _ .N 00 w w I TRACT JJ Lli ,� l I Q o 0 W Q I r Of I ~ DRAWN m Q TRACT II o BRB / f Ld i I CHECKED DAP DESIGNED BRB FILENAME JJ� L I ° 0009-UTILITY F — — — 60' Lac I ROW O�;• RE L I w I I TEMP FH FOR FUTURE LINE I EXTENSION L — — — 8 ° " WATER •• � III I ; I L - - - At- 77 KEY MAP I I - NOTES N . T. S. I IF f' I 1. ALL POTABLE WATER MAINS SHALL BE C900 DR18 PVC, BURIED Ld I - WITH 4.5 TO 5.5 FEET OF COVER UNLESS OTHERWISE NOTED sT, I AND/OR APPROVED BY THE DISTRICT. 78„ 2. ALL NON-POTABLE WATER MAINS SHALL BE CLASS 150, C900 sTOR L� ST-4B M -7 7- TEMP FH FOR o _ DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS \� U36 STo I I I FUTURE LINE I OTHERWISE NOTED AND/OR APPROVED BY THE METRO DISTRICT. `w m I I I I � 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET EXTENSION — — — — — — — — — — — — — — � HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN I— — _ _ — — T F T - - - - - - - - - - - - - - - - - LINES AND SERVICES. TEMP FH FOR - - 1- — — _ — - - - - _ - 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL SEPARATION IS LESS THAN 18-INCHES, THE CONTRACTOR FUTURE LINE EXTENSION m � w - SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH �_ N- _ _ - `� Q THAT NO PIPE JOINTS ARE WITHIN 10-FEET OF THE CROSSING. - -�— � ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR Z — - SS-01 _ _ GREATER SHALL BE INSTALLED. rn 8" SEWS r� 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE _ O R AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO� wL-01 GOODHEART DR (FUTURE) � ss_ \ ST-04 j 12" WATER —op 01 — H CONSTRUCTION. (� o co W 6. NO TREES SHALL BE LOCATED WITHIN 10-FEET OF ELCO FACILITIES. 54" STOR ST 4A r7 8" SEWER \ \ W Z j 3 3 30" sTORM \3 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES Q W ""I" — UNLESS OTHERWISE NOTED. 0 J I F 8. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS OTHERWISE NOTED. m W 0. 9. SANITARY SEWER MANHOLES SHALL BE 48 DIAMETER UNLESS D s, >_ — — `�_ � 8•-s 07 0 \ � ,� OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE - - - 1 - - - -I- - - - - - - - - - _ _ _ _ _ _ _ FwFR \ PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. Q - - - - - - - - - - - - - - _ _ o 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN ACCORDANCE WITH DISTRICT REQUIREMENTS. > J 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10 00 \ UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q ENCOUNTERED. \ 12. ALL POTABLE WATER SERVICES SHALL BE 3/4" TYPE-K TEMP FH FOR Z FUTURE LINE \ \ \ \ COPPER ON A SINGLE METER PIT AND 1" TYPE-K COPPER ON � \ \ � � \ ° o�� \\EXTENSION m ss, \ DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE O �e \ \\ LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS.13. ALL NON-POTABLE WATER SERVICES SHALL BE 3/4" TYPE-K \\ COPPER ON A SINGLE METER PIT AND 1" TYPE-K COPPER ON a \ DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE w \ LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED � o � UNDER DRIVEWAYS OR SIDEWALKS. w I � N n \ �° 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED \ a 7�. mo IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL o, Q�� REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. A LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM \ �o� lb� `iv THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. \ IN, 1 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE Co0�y OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. \ MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED \ F SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO \ ° THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE \ OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE \ WITHIN THE EASEMENT. TST, INC. \ \� CONSULTING ENGINEERS \ o^ 748 Whalers Way Suite 200 Fort Collins Colorado 80525 5� Phone: 970.226.0557 i JOB NO. 1230.0009.00 SCALE 1" = 30' / DATE OCTOBER 2024 30 0 30 60 SHEET / scale 1"=30' feet 52 of 224 SEE SHEET 49 N Z L > o TRACT KK /' o ' /� ,po 'oo / y / ly P / � / DRAWN / BRB CHECKED DESIGNED DAP / BRB FILENAME 0009_UTILITY p,D0 L/c IRE S�ONAL Q� / y KEY MAP v N . T. S. FUTURE ROADWAY NOTES SHOWN FOR / y , REFERENCE ONLY 1. ALL POTABLE WATER MAINS SHALL BE C900 DR18 PVC, BURIED WITH 4.5 TO 5.5 FEET OF COVER UNLESS OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. 2. ALL NON-POTABLE WATER MAINS SHALL BE CLASS 150, C900 DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS / OTHERWISE NOTED AND/OR APPROVED BY THE METRO DISTRICT. 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10-FEET HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN LINES AND SERVICES. / 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL EX. 24" PRPA WATERLINE / // SEPARATION IS LESS THAN 18-INCHES, THE CONTRACTOR SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH THAT NO PIPE JOINTS ARE WITHIN 10-FEET OF THE CROSSING. EX. ELCO 12" WATERLINE ' / ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18-FEET, OR Z GREATER SHALL BE INSTALLED. O 04 / /� / / / 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE U) // / / AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO H , / CONSTRUCTION. (� 6. NO TREE(S) SHALL BE LOCATED WITHIN 10-FEET OF ELCO W Z/' /� /� /' FACILITIES. / / / 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES Q EX. ELECTRIC Lv / / UNLESS OTHERWISE NOTED. 0 J ' / 8. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS 0. OTHERWISE NOTED./ " W\ \ 9. SANITARY SEWER MANHOLES SHALL BE 48 DIAMETER UNLESS OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE (n /\ \ PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. Q / 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Q = J ACCORDANCE WITH DISTRICT REQUIREMENTS. 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' EX. 2" WATERLINE / UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q SERVICE ENCOUNTERED. " 12. ALL POTABLE WATER SERVICES SHALL BE 3/4 TYPE-K Z COPPER ON A SINGLE METER PIT AND 1 TYPE-K COPPER ON / DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE O EX. TELEPHONE j LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. \ 13. ALL NON-POTABLE WATER SERVICES SHALL BE 3/4" TYPE-K COPPER ON A SINGLE METER PIT AND 1" TYPE-K COPPER ON / /' / DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE \ / LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED \ TEMP FH FOR / / UNDER DRIVEWAYS OR SIDEWALKS. \ \\ FUTURE LINE // / 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED l EXTENSION // / / / / , / IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. o, i a \\ / /� / ,/ \ LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER ��^ \\\ / PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED y ��, \ / / \ AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED y /' SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE WITHIN THE EASEMENT. \ \ o ly / , / TS INC. CONSULTING ENGINEERS /y / \ 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226 0557 JOB N0. TEMP FH FOR / 1230.0009.00 FUTURE LINE \ SCALE EXTENSION 1" = 30' DATE OCTOBER 2024 30 0 30 60 SHEET '� ' feet scale 1 =30 53 0f 224 SEE SHEET 51 N I , I , I I I I I 0 I I I I LD I I CO o I II I I n I I I I I I I I I Up LU I I Q I I , I , m I I m I I DRAWN I I BRB CHECKED moo, DAP I I DESIGNED BRB I I FILENAME I IIUjN 0009-UTILITY I I p.DO L/c I II e IRE O GOBS o. EX. 20 BOXELD ION �• SPNITA SMT � G DISTRICT E S/ONAL� KEY aAP I I I I EX. 21" SANITARY SEWER NOTES N . T. S. I, U� I 1. ALL POTABLE WATER MAINS SHALL BE C900 DR18 PVC, BURIED WITH 4.5 TO 5.5 FEET OF COVER UNLESS OTHERWISE NOTED SS-01 AND/OR APPROVED BY THE DISTRICT. 15" SEWER 2. ALL NON-POTABLE WATER MAINS SHALL BE CLASS 150, C900 DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS Ui I OTHERWISE NOTED AND/OR APPROVED BY THE METRO DISTRICT. 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10-FEET II HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN LINES AND SERVICES. 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL SEPARATION IS LESS THAN 18-INCHES, THE CONTRACTOR SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH THAT NO PIPE JOINTS ARE WITHIN 10-FEET OF THE CROSSING. ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18-FEET, OR Z I GREATER SHALL BE INSTALLED. f' I 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE O AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO II CONSTRUCTION. (� 6. NO TREE(S) SHALL BE LOCATED WITHIN 10-FEET OF ELCO Z II FACILITIES. 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES Q UNLESS OTHERWISE NOTED. 0 J 8. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS In 0. OTHERWISE NOTED. W U I 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS D co OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE (n PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. Q 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Q ACCORDANCE WITH DISTRICT REQUIREMENTS. J I 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q II ENCOUNTERED. 12. ALL POTABLE WATER SERVICES SHALL BE 3/4" TYPE-K Z I I COPPER ON A SINGLE METER PIT AND 1" TYPE-K COPPER ON O I I DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. U� II 13. ALL NON-POTABLE WATER SERVICES SHALL BE 3/4" TYPE-K I COPPER ON A SINGLE METER PIT AND 1" TYPE-K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED cn II UNDER DRIVEWAYS OR SIDEWALKS.U I 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. o I II LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER U I PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED O I I AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. \ I 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE i I OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. `0 EX. 24" PRPA WATERLINE MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE �o I OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE WITHIN THE EASEMENT. \\ EX. ELECTRIC TRACT QQ \ \ I vI \ \ o cn I 03i TST, INC. CONSULTING ENGINEERS O, 748 Whalers Way Suite 200 Fort Collins Colorado 80525 00 I Phone: 970.226.0557 \ Imo roe No. 1230.0009.00 SCALE 1" = 30' \ I EX. 12" ELCO WATERLINE �I � DATEOCTOBER 2024 \ \ 30 0 30 60 � \ \ SHEET � \ /,-\ � scale 1"=30' feet 54 of 224 SEE SHEET 55 SEE SHEET 54 N TRACT QQ o LLJ LLJ / o � � m DRAWN BRB CHECKED / DAP DESIGNED BRB FILENAME 0009-UTILITY ,;i,500 On Q) IRE / �° � /�`° ' Q� Fps ��• � o S � KEY MAP �ONAL NOTES N . T. S.o s o / 1. ALL POTABLE WATER MAINS SHALL BE C900 DR18 PVC, BURIED WITH 4.5 TO 5.5 FEET OF COVER UNLESS OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT. \ / , 2. ALL NON-POTABLE WATER MAINS SHALL BE CLASS 150, C900 DR18 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS OTHERWISE NOTED AND/OR APPROVED BY THE METRO DISTRICT. 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10-FEET \ / HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAIN \ / LINES AND SERVICES. 4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL \ o \ EX. 24" SEPARATION IS LESS THAN 18-INCHES, THE CONTRACTOR PRPA WATERLINE / / SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH ° THAT NO PIPE JOINTS ARE WITHIN 10-FEET OF THE CROSSING. \ 4/1 \ EX. 12" WATERLINE// �° // ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18 FEET, OR Z �o ELCO �I / / GREATER SHALL BE INSTALLED. 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE O L� AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO s / o / CONSTRUCTION. 6. NO TREES SHALL BE LOCATED WITHIN 10-FEET OF ELCO C9 / FACILITIES. Z 7. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES o EX. ELECTRIC EX. EL - O / UNLESS OTHERWISE NOTED. 0 GJ� TRIC ELECTRIC / "� � J / 8. SANITARY SEWER SERVICES SHALL BE 6" PVC UNLESS 0. OTHERWISE NOTED. W o o / 9. SANITARY SEWER MANHOLES SHALL BE 48" DIAMETER UNLESS OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE (n / PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. Q 10. ALL MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN Q ACCORDANCE WITH DISTRICT REQUIREMENTS. > J 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10' EX. 24" PRPA WATERLINE �� / / / UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q\ ENCOUNTERED. 12. ALL POTABLE WATER SERVICES SHALL BE 3/4" TYPE-K Z j / COPPER ON A SINGLE METER PIT AND 1" TYPE-K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE O / LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED EX. 24" ELCO/NWCWD WATERLINE \ � / / �° / UNDER DRIVEWAYS OR SIDEWALKS. EX. FIBER OPTIC 13. ALL NON-POTABLE WATER SERVICES SHALL BE 3/4" TYPE-K \ . COPPER ON A SINGLE METER PIT AND 1 TYPE-K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. METER PITS SHALL BE o / / LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED \ \ / UNDER DRIVEWAYS OR SIDEWALKS. \ 14. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED \ 0 o �o / / IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL \ �W o / REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. fF \ / LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL. 15. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT. MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO o THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE o FD /' OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE \ O / WITHIN THE EASEMENT. INC. CONSULTING ENGINEERS 748 Whalers Way / < Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB N0. / \ 1230.0009.00� SCALE 1„ = 30' / / \ DATE \ oy� OCTOBER 2024 / \ 30 0 30 60 SHEET / \ scale 1"=30' feet 55 of 224 i Z O H UNLESS OTHERWISE NOTED OR AS SHOWN ON PLANS UNLESS OTHERWISE NOTED OR AS SHOWN ON PLANS UNLESS OTHERWISE NOTED OR AS SHOWN ON PLANS o SHARED DUAL WATER SERVICE METERS SHALL BE SHARED DUAL WATER SERVICE METERS SHALL BE SHARED DUAL WATER SERVICE METERS SHALL BE z INSTALLED ON PROPERTY LINE FOR ALL SFA UNITS INSTALLED ON PROPERTY LINE FOR ALL SFA UNITS INSTALLED ON PROPERTY LINE FOR ALL SFA UNITS 0 (n w 1.5'-2.5' FROM 1.5'-7.8' FROM 1.5'-8.5' FROM w DRIVEWAY DRIVEWAY DRIVEWAY o' VARIES 1.5' - 3.0' VARIES 1.5' - 3.0' VARIES 1.5' - 3.0' 1.5'-7.5' FROM 1.5'-7.5' FROM 1.5'-7.5' FROM 1.5'-7.5' FROM OFF PROPERTY 1.0' FROM 1.0' FROM OFF PROPERTY DRIVEWAY DRIVEWAY OFF PROPERTY DRIVEWAY DRIVEWAY LINE. REFER TO DRIVEWAY DRIVEWAY LINE. REFER TO LINE. REFER TO UTILITY PLANS. UTILITY PLANS. UTILITY PLANS. LLEY C.L ALLEY C.L. ALLEY C.L. ALLEY C.L. ALLEY C.L. AUFY C.L. ALLEY C.L. ALLEY C.L. ALLEY C.L. Cr Ld W Z 22'MIN.LOT z i 21'MIN.LOT z LLLI Z_ 28'MIN.LOT 27'MIN.LOT W' _ _ _ _ i i z W Z_ 24'MIN.LOT z i 27'MIN.LOT i 18'BUILDABLE 16'LOT/BUILDABLE 18'BUILDABLE 5' ~ J g' 22'BUILDABLE 22'LOT/BUILDABLE 22'BUILDABLE 5' H J 22'BUILDABLE 22'LOT/BUILDABLE 2 22'BUILDABLE 5' Q S.B. S.B. Q S.B. S.B. Q 2'S.B. OMIN. 4' 9' 3' 3' 9' 3' 3' 9' 4' MIN. �i O MIN. 3' 18' 3' 3' 18' 3' 3' 18' 3' MIN. F O MIN. 3• 16' 3' 3' 18' 3' 3' 18' 3' MIN. H n O i� i� N O h i� w O ( n� ni L� n? v,? ni W a WZZ LL LLI w � I I S: ow LLI 0 S S INIII, N N N DRAWN 00 o BRB >; CHECKED 309 � Ld 0 DAP 4! J m J m S m p N m N m N W W DESIGNED o COURTYARD COURTYARD COURTYARD BRB � � Y WJ FILENAME o PORCH ABOVE r T PORCH ABOVE PORCH ABOVE 0009_UTILITY LOT TYPICALS 9 s 9 9 s 5 m � m 0 L/c IRE ♦\l P r SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED - 22FT SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED COMPACT LENGTH UVE/WORK 22EI 22EE �� •....••��G� COMPACT LENGTH COMPACT LENGTH COMPACT LENGTH EXTERIOR CORNER COMPACT LENGTH LIVE/WORK COMPACT LENGTH LIVE/WORK S/ONA- EXTERIOR CORNER INTERIOR EXTERIOR INTERIOR EXTERIOR OCCUPATION: 66.OX FRONT YARD m FRONT YARD m FRONT YARD OCCUPATION: 61.OX OCCUPATION: 78.5X OCCUPATION: 63.9X COVERAGE: 83.5X OCCUPATION: 80.OX OCCUPATION: 68.4X COVERAGE: 72.OX COVERAGE: 89.8X COVERAGE: 75.3X F.B. PRIMARY: 100X COVERAGE: 90.OX COVERAGE: 86.OX F.B. PRIMARY: 10OX F.B. PRIMARY. 10OX F.B. PRIMARY: 10OX F.B. SECONDARY: n/a F.B. PRIMARY. 100X F.B. PRIMARY' 100X F.B. SECONDARY: n/a F.B. SECONDARY: n/a F.B. SECONDARY: n/a F.B. SECONDARY: n/a F.B. SECONDARY. n/a "" SIDEWALK SIDEWALK "ys SIDEWALK T5 T5 T5 SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED - EXTENDED LENGTH EXTENDED LENGTH EXTENDED LENGTH EXTERIOR CORNER INTERIOR EXTERIOR OCCUPATION: 68.3X OCCUPATION: 71.4X OCCUPATION: 60.9X COVERAGE: 90.6X COVERAGE: 95.4X COVERAGE: 80.7X F.B. PRIMARY. 10OX F.B. PRIMARY 10OX F.B. PRIMARY. 10OX F.B. SECONDARY: 69.6X F.B. SECONDARY: n/a F.B. SECONDARY. n/a Z O co > z UNLESS OTHERWISE NOTED OR AS SHOWN ON PLANS UNLESS OTHERWISE NOTED OR AS SHOWN ON PLANS Q Q J SHARED DUAL WATER SERVICE METERS SHALL BE SHARED DUAL WATER SERVICE METERS SHALL BE INSTALLED ON PROPERTY LINE FOR ALL SFA UNITS INSTALLED ON PROPERTY LINE FOR ALL SFA UNITS In Uj 0. 1.5'-8.5' FROM 1.0'-2.0' FROM D DRIVEWAY DRIVEWAY 0 VARIES 1.5' - 3.0' VARIES 1.5' - 3.0' H OFF PROPERTY 1.5'-7.5' FROM 1.5'-7.5' FROM OFF PROPERTY 1.0' FROM 1.0' FROM LINE. REFER TO DRIVEWAY DRIVEWAY LINE. REFER TO DRIVEWAY DRIVEWAY UTILITY PLANS. UTILITY PLANS. ALLEYC.L. ALLEY C.L. ALLEY C.L ALLEY C.L ALLEY C.L. ALLEY C.L. > W � W W Z_ 24'MIN.LOT i i 27'MIN.LOT i W Z_ 18'MIN.LOT i i 21'MIN.LOT z ~ J 2' 22'BUILDABLE 5' < J 2 16'BUILDABLE 18'LOT/BUILDABLE 5' 22'BUILDABLE 22'LOT/BUILDABLE 16'BUILDABLE OMM. 3' 18' 3' 3' 18' 3' 3' 18' 3' MIN. W O MIN. 4' 9' 3' 3' 9' 3' 3' 9' 4' MIN. Ld L� O �� �� �� w O cwr_l Cif C) w - g ID �w a r '�N r 4m1 iv r '�- Q W 3 n 9 9 9in9 n 9 n 9 p N G n � 0 v°0i .°i b V) J PORCH ABOVE m11 L:�:j PORCH ABOVE m b inm= Nmz Nmz Nmz Nmz �Oaz SIDEWALK "� SIDEWALK "m SIDEWALK "I SIDEWALK SIDEWALK am SIDEWALK T5 T5 T5 T5 T5 T5 SINGLE FAMILY ATTACHED - 22F7 SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED - SINGLE FAMILY FAMILY ATTACHED COMPACT LENGTH 22EI 22EI 19T 16FT 19T EXTERIOR CORNER COMPACT LENGTH COMPACT LENGTH COMPACT LENGTH COMPACT LENGTH COMPACT LENGTH OCCUPATION: 83.1 X INTERIOR EXTERIOR EXTERIOR CORNER INTERIOR EXTERIOR COVERAGE: 89.5X OCCUPATION: 86.9X OCCUPATION: 74.OX OCCUPATION: 78.6X OCCUPATION: 83AX OCCUPATION: 67.6X F.B. PRIMARY: 100X COVERAGE: 93.5X COVERAGE: 79.8X COVERAGE: 87.8X COVERAGE: 93.6X COVERAGE: 75.6X F.B. SECONDARY. 100X F.B. PRIMARY: 100X F.B. PRIMARY. 100X F.B. PRIMARY: 100X F.B. PRIMARY: 10OX F.B. PRIMARY: 100X F.B. SECONDARY. n/a F.B. SECONDARY. n/a F.B. SECONDARY: 89.7X F.B. SECONDARY: n/a F.B. SECONDARY: n/a 00; TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 20 0 20 40 SCALE 1" = 20, scale 1"=20' feet DATE OCTOBER 2024 SHEET 56 of 224 NOTE: SOME SFD LOTS WILL HAVE A SHARED DUAL METER. REFER TO UTILITY PLANS FOR ALL DUAL METER LOCATIONS. z O 1.0'-8.0' FROM 1.0'-8.0' FROM 1.0'-8.0' FROM 1.0'-8.0' FROM 1.0'-8.0' FROM 1.0'-8.0' FROM DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY LD 0 (n w 3.0' OFF 3.0' OFF 3.0' OFF 3.0' OFF 3.0' OFF 3.0' OFF > p PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE w ALLEY C.L. A Y C.L. ALLEY C.L. ALLEY C.L. AU A Y C.L W Z 52'MIN.LOT W Z 36'MIN.LOT i W Z 50'MIN.LOT W Z 51'MIN.LOT W Z 34'MIN.LOT i LLI Z 35'MIN.LOT J J 8' 8' J J J 5' S' J 5' 8' Q 8' 40'BUILDABLE 8' Q 24'BUILDABLE Q 5' 40'BUILDABLE 5 Q 5 40'BUILDABLE 8' a Q 24'BUILDABLE 24'BUILDABLE S.B. S.B. x S.B. S.B. x Q S.B. S.B. S.B. S.B. U S.B. S.B. S.B. 5.8. U �i MIN. 22' 2 MIN < �' 12 MIN. 22' 2 MIN < MIN. 22' 2 MIN O MIN. 30' 4' 6' MIN O O MIN. 30' 4' 8' MIN w O MIN. 30' 4' 8' MIN w O O J �- J N 1- J N � Ji � Ji w h ~Iii J h h A S NNi O O LL- I- I- I'- �O n n L- a a 00 a 00 O x � O ~ i / w ow w w W W w~O o \ / Q m DRAWN BRB CHECKED DAP 9w 9w < m - 'm � a 3 'm 'm W m 3 'm DESIGNED a } S m } rn m } oo 'mn m 'mn } BRB aa FILENAME 0009-UTILITY LOT TYPICALS �p DO L/c QQ�O`PG,�OC� i PORCH m PORCH =N � N �, • i N a m 10 PORCH m m PORCH PORCH PORCH Vl 41 N S�ONA- SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK T3.2 T3.2 T4 T4 T4 T4 SINGLE FAMILY DETACHED - MEDIUM SINGLE FAMILY DETACHED - SINGLE FAMILY DETACHED- MEDIUM SINGLE FAMILY DETACHED- MEDIUM SINGLE FAMILY DETACHED- SINGLE FAMILY DETACHED- ALL CONDITIONS SMALL INTERIOR EXTERIOR CORNER SMALL SMALL EXTERIOR CORNER INTERIOR EXTERIOR CORNER OCCUPATION: 51.1 X OCCUPATION: 54A X OCCUPATION: 53.OX COVERAGE: 75.OX OCCUPATION: 61.5X COVERAGE: 78.6X COVERAGE: 78A X OCCUPATION: 66.7X OCCUPATION: 64.8X F.B. PRIMARY. n/a COVERAGE: 73.5X F.B. PRIMARY: 85.OX F.B. PRIMARY. 85.OX COVERAGE: 78.6X COVERAGE: 79.2X F.B. SECONDARY: n/a F.B. PRIMARY. n/a F.B. SECONDARY. n/a F.B. SECONDARY: n/a F.B. PRIMARY. 91.7X F.B. PRIMARY: 91.7X F.B. SECONDARY: n/a F.B. SECONDARY: n/a F.B. SECONDARY: n/a Z O NOTE: SOME SFD LOTS WILL HAVE A SHARED DUAL METER. REFER TO UTILITY PLANS FOR ALL DUAL METER LOCATIONS. UNLESS OTHERWISE NOTED OR AS SHOWN ON PLANS UNLESS OTHERWISE NOTED OR AS SHOWN ON PLANS z SHARED DUAL WATER SERVICE METERS SHALL BE SHARED DUAL WATER SERVICE METERS SHALL BE > INSTALLED ON PROPERTY LINE FOR ALL SFA UNITS INSTALLED ON PROPERTY LINE FOR ALL SFA UNITS Q Q 1.5'-8.5' FROM 1.5'-7.5' FROM 1.5'-8.5' FROM 1.5'-7.5' FROM M 12.0' VARIES 1.5' - 3.0' DRIVEWAY DRIVEWAY VARIES 1.5' - 3.0' DRIVEWAY DRIVEWAY In 0. 11.0' FROM FROM OFF PROPERTY 1.5'-7.5' FROM OFF PROPERTY 1.5'-7.5' FROM D 3.0' OFF DRIVEWAY 3.0' OFF DRIVEWAY LINE. REFER TO DRIVEWAY LINE. REFER TO DRIVEWAY PROPERTY LINE PROPERTY LINE UTILITY PLANS. UTILITY PLANS. co ALLEY L. A C.L. ALLEY C.L. ALLEY C.L. ALLEY C.L ALLEY C.L. ALLEY C.L ALLEY C.L. W W W W J W Z 28'MIN.LOT LL1 Z 29'MIN.LOT i W Z 28'MIN.LOT i i 27'MIN.LOT i W Z 28'MIN.LOT i i 27'MIN.LOT i J i J I � J 8' 5' J 8' 5' 1 Q 5 18'BUILDABLE 5' Q 5' 18'BUILDABLE 6' Q S.B. 22'BUILDABLE 22'LOT UIIDABIE 22'BUILDABLE S.B. Q S.B. 22'BUILDABLE 22'LOT/BUILDABLE 22'BUILDABLE S.B. S.B. S.B. � S.B. S.B. cY5 MIN. 3' 16' 3' < 3' 18' 3' 3' 16' 3' 3' 18' 3' 3' 18' 3' 3' 18 3' 02 O MIN. 12' 4' MIN O MIN. 12' 4' MIN 0 MIN. O MIN. MIN. w - w w - wC) - L, w w S// / N N N S/ - :2 � M N7� >; LV 1- rQ Q O m 0 _j m 0 m V! L7J m 1V in COURTYARD m COURTYARD COURTYARD 9 9 3 9 PORCH ABOVEI ORCH ABO PORCH ABOVEI o c PORCH ABOVE11 in PORCH ABOVE PORCH ABOVE Q < m } } m y2 41 _ y2 mp 0 f� 3 zo �7 SIDEWALK SIDEWALK SIDEWALK T4 T4 T4 SINGLE FAMILY ATTACHED - 22FT SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED - COMPACT LENGTH EXTERIOR CORNER COMPACT LENGTH COMPACT LENGTH i INTERIOR EXTERIOR m PORCH m PORCH m FRONT YARD m • FRONT YARD m FRONT YARD OCCUPATION: 65.1X N N N; N COVERAGE: 76.3X OCCUPATION: 79.2X OCCUPATION: 67.4X m °° F.B. PRIMARY: 100X COVERAGE: 90.OX COVERAGE: 79.1 X F.B. SECONDARY. n/a F.B. PRIMARY. 100X F.B. PRIMARY. 100X SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK F.B. SECONDARY. n/a F.B. SECONDARY. n/a T4 T4 T4 T4 T4 SINGLE FAMILY DETACHED - SINGLE FAMILY DETACHED - SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED - COTTAGE COTTAGE 22EI 22EL 22EL INTERIOR EXTERIOR CORNER EXTENDED LENGTH EXTENDED LENGTH EXTENDED LENGTH OCCUPATION: 52.3X OCCUPATION: 50.5X EXTERIOR CORNER INTERIOR EXTERIOR TST, INC.COVERAGE: 77.6X COVERAGE: 78.3X OCCUPATION: 58.7X OCCUPATION: 71.4X OCCUPATION: 60.9X CONSULTING ENGINEERS F.B. PRIMARY: 77.8X F.B. PRIMARY. 77.8X COVERAGE: 77.9X COVERAGE: 90.OX COVERAGE: 80.7X 748 Whalers Way F.B. SECONDARY: n/a F.B. SECONDARY. n/a F.B. PRIMARY. 10OX F.B. PRIMARY. 10OX F.B. PRIMARY. 10OX Suite 200 Fort Collins F.B. SECONDARY. n/a F.B. SECONDARY: n/a F.B. SECONDARY. n/a Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 20 0 20 40 SCALE 1" = 20, scale 1"=20' feet DATE OCTOBER 2024 SHEET 57 of 224 N I = I I I � I io o I I LU I � I Ld off ; I Q W \\\ I o \\ I%_•rnvL�L � II I I//`�Q�/\/�/\/\ /' I /�/I / �::�././/i— �.a\/�/ti�"`(--�/.,\//—<-`:/O_L\\—xO\,�•KAl:`: \//;/.;\'`�\\:F.'/N���:\�`��`-j__.:\.�\,../`•"/\\�:�:~<\:mo� \\,\—*\9�/:r"•/�/�=a.;\•.; _/jo_• \`/"/�7',\>.'�`L.W o C aE''or`O�!'y<,,/\I�'�s P</�'�\O/\��\\ /</>. k�-\'\\' /r,\ <��.:�.}/.,�I\'\'\/\/�\\/'\\��\//. '•'�/�\+`O. �*�P,+Ao oP<.Q\J-\./<.�'/' �v\':�\�,//\—.. /\—/I\//—\////\'•\\- II \ II I\IIII II 1I II II III .p / DRAWN .a•»p O. .NB—.AR..LB CHECKED DAP DESIGNED BRB X / FILENAME 0009_Fire Hydrant w P lano Kt FUTURE ROADWAY • INFRASTRUCTURE SHOWN FOR REFERENCE ONLY KEY MAP ZF LEGEND N . T. S. — — — — — — — — — W FUTURE ROADWAY INFRASTRUCTURE SHOWN FOR I / REFERENCE ONLY er LU \ REPRESENTS FIRE HYDRANT COVERAGE RADIUS OF 400 FT HYDRANT LOCATION CL EMERGENCY PERSONNEL/EQUIPMENT \ WALKWAYS TST, INC. I CON 8 ENGINEERS 4 Whalers W Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE r DATE 100 0 100 200 OCTOBER 2024m / 1"=100' feet SHEET� / scale 58 of 224 / SEE SHEET 59 Y SEE SHEET 58 N Q v DRAWN BRB CHECKED DAP .• •", / I I DESIGNED BRB FILENAME ^( 0009—Fire Hydrant Plan \ ,Q,p ���:;. \ � / � `•'�` PAP ';. / � J •• G KEY MAP N . S. i. - G I I I \ I LEGEND- N . \ \ / I \ / \ \ I \ \ / :3.iL:y.P:. - 1'4h'}i;y `f•:#.�5:�.y-�:? II /I \ / \ \ \ z 1< I I \ \ ��� ' Go°p � I I � � � Wco Q D cc Uj cc LL \ I I REPRESENTS FIRE HYDRANT / I COVERAGE RADIUS OF 400 FT \ Xzz ZZ I I 3 / ' ' \ / I o I = HYDRANT LOCATION n I � I c / \\ �� i i \ \ \ / I to = EMERGENCY PERSONNEL/EQUIPMENT WALKWAYS i l\ Ioo TST, INC. 1 \ CONSULTING ENGINEERS II I \\ \ I I 748 Whalers Way I. yl I I \ \ I '� Suite 200 Fort Collins \ \ Colorado 80525 I d III I I \\\\ I I Phone: 970.226.0557 \ Q LL i cos No. 1230.0009.00 L � \ � o \ \\ I I SCALE 1 = 100, \ \ I z o \ V LL DATE jl 100 0 100 200 OCTOBER 2024 o / I;. \ \ I I scale 1"=100' feet SHEET / I► I I //�� I 59 of 224 Y N SEE SHEET 61 � \ 1 Z \ 1 0 1 1 cn a- z o' p 0 1 1 0 �_ o \ o W N \ \ 1 SSMH-1 F SSMH-1 A SSMH-1 B STA. 19+61.76 STA. 10+00 STA. 10+10.78 w Q 10'.00 0 0 rn m DRAWN 1 \ >>xo BRB 0 SS L CHECKED �o� o w DAP N DESIGNED Cn\ 1 SS-01 BRB \ \ FILENAME 00 0 0009_SANITARY \ 1 + \ 1 CO SSMH-1 E \ \ STA. 17+25.76 Pp0 L/ •' FE \ \ SSMH-1C v.:Nr �pJP,�pC� STA. 13+50.06 : pQQ �G SSMH-1 D STA. 17+25.76 G �-b 1 1 00 STA. 15+31.70 10 LF 12" PVC SEWER \ 1 0.22% SLOPE \ 1 SS-01 SS-01 INV. = 4982.44' �G S so** so 1 1 \ \ 14+00 15" SEWER 15" SEWER 17+00 1-12" PLUG �4NAL KEY MAP \ 1 ,5+00 16+00 \ N . T. S. NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT—OFF—WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT—OFF U. WALL SHALL EXTEND INTO THE NATIVE 0 MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z THE PIPE AT A MINIMUM AND HAVE A MINIMUM 0 WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. 0) 5005 5005 > Z "_ ri 0 j m W J D 5000 5000 (n a a = W EXISTING _ PROPOSED W 4995 GRADE _ — — _ — — — GRADE 4995 C0 _ _ Z 4990 - - - -- - - - - - - - - - - = - -- 4990 a - o Z 4985 10.78 L.F. _ _ _ = a 10.78 % 181.63 L.F. 194.06 L.F. 236.00 L.F.V15" PVC 339.28 L.F. S=0.15% S=0.15% _ S 0.22% = 4985 (n - S=0.15% 15" PVC 15" PVC 12 PVC cn w 15" PVC w N 4980 4980 4975 w 4975 w w 3 _ w v � N z � p - 0) 04 _ I� _ 0n NN A C140 - 0 OOO tp � pp �'TOD 00ln 4 I r"Cg � It 44970 00N 00 ooO ^ 0) m � 0) 4970 OC) LO C 00 COdp d � � IIX ' ) ) 40) Qw + m II m + 'Ot) II 0 +1m II i- 0 + 0) w + 'Ot) II II i- - w + 01 TST, INC. I O II Z I o II Z O I II z O I II z O I II Z Z O= = I II Z CONSULTING48WhaIers ENGINEERS 2 2 2 2 2 = Y Q Q Q j Suite 200 Fort Col linsM w Qj j j Qj jj jjjfn F t— 0 H n� (n NNFEZ Z (nN—FEZ Z NN — Z Z NNEZZ Z NNFXZ Z Colorado 80525 4965 - 4965 Phone: 970.226.0557 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' 50 0 50 100 DATE OCTOBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 60 of 224 N SEE SHEET 62 I III TRACT JJ I,,v _ .I c!> a_ co SSMH 1 M _ / STA. 30+05.75 "' N z a w o- 0:� TRACT II o II ' STA. 30+05.75 00 _ 30 LF 8" PVC SEWER 0.4% SLOPE / INV. = 4988.37" - o 1-8" PLUG I �-, m II/ / STA. 23+90.70 / 40 LF 8" PVC SEWER — DRAWN BRB / I 0.4% SLOPE o Uj / I INV. = 4984.91' , N CHECKED I 1-8" PLUG U _ DAP SSMH-1 H I I DESIGNED STA. 23+90,70 F T T I ` SS-01 BRB SSMH-11 a � -" I SSMH-1G - - - - - - - - -i - - - — — — — —STA. 25+63.15 FILENAME STA. 22+40.76 - - - '`' - - -I N I - - - - - - SSMH-1J o 0009 SANITARY !0 - - r - m - --- _STA. 26+73.83 N - �P r- -ss-o1- - — — _ � � SSMH-1 L � : c... w 2 00 � s" SEWER 4 00 254 I WL- STA. 28+3T DR 3.33 - Up�,•apFtE O�P� p� ST-4A cn 26+00 � cc _ _ 11> - - - - - - - --- — __ - 8 ` �0 .... - - - - - - - - - - -� , R r KEY MAP N . T. S. SSMH-1 K ° ss�,e � NOTES STA. 27+85.95 \ 0 r W ° ' 1. REFER TO COVER SHEETS FOR LEGEND AND o w - :. ADDITIONAL NOTES. U' ' 2. DUE TO GROUNDWATER, CUT—OFF WALLS AROUND THE PIPE USING CONCRETE OR ° r " BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300 ) (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W \ GROUNDWATER CUT-OFF-WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT-OFF o� WALL SHALL EXTEND INTO THE NATIVE O MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z o F ' THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 4 208 FOR DETAILS. (� SSMH-1 F d STA. 19+61.76 I' Z SEE SHEET 60 J D W 5005 5005SS. 0 (n Q - Q = W N EXISTING "'• GRADE PROPOSED o a, 5000 GRADE N > � _ — — — _ — — — — 5000 ll,=a- 6 — Z T > — - - - z 499500 — - - - - - - - - - - - - 4995 Q U 1"� _ U a � 0 0) - a W M ( o) Q 233.00 L.F. Z - Lj �t > � a Cn ll S=0.40% Q aKi. � � 4990 all rn - - I 172.42 L.F. 00 z $" PVC tD M z_ 112.12 L.F. Z II 47.38 L.F. S=0.40% — 4990 (n j 172.45 L.F. o II 110.68 L.F. S=0.40% 10 ? S n0.40% 8" PVC t° Uj 0)w cn d 149.94 L.F. - - ,� > S=0.40% g" PVC 8 PVC w _ _ 0o z S=0.40% z 8" PVC — w N 279.00 L.F. �� S=0.40% 8" PVC v=i 4985 w S=0.22% Lo z 8" PVC - 12 PVC ED 4985 U 0)> to - a- c6 _ 4980 w � o w 3 3 4980 N 3� n w� w3v w� ..� ••..3 � � 33v ztp a j Wit\ �z v0 — wd vw0 map �� N Z t0 O — .— .— .— O cD d- N rn 0 00 N r C4 .— r7 0 rn d= 00 N tD O 0 (D I r7 M 0I0 00 00 'tb00 � 44 LO 0) O 0 antor � 0r- 0) & HMO 0),B cotD Oi ,�4975 0) a �r� M 0 � `f) 00It a I 4975( 0 ^ 0 • r _ od 001` 0 It ) �0 t It 't �00 � 0 -rrn rnrn 1* (Do) It � rn 000 r70 oa LL. + 0) II 0 + m II _ + C" II II _ + 01 II � + 0) II Y +0 II II w I II — + 0 + TST, INC. M � D � 0) � D D D D Z) CONSULTING ENGINE ERS z N N N N N Z � N M� O � Iz � � �_ 0 _ 748 Whalers Way � Q � > j � Q� > j � Q � > j � Q � > j � Q � > j � Q � > � Q � > j Suite 200 Fort Collins (n I— — U) H — N H — (n H — N H N F— — (n H— N I— — N (NWZ Z U) U) EZ Z NN� ZZ Z (nU) Z � NwZ Z NN� Zz Z � ��Z Z - NN � ZZ Z Colorado 26.0 0525 4970 — i 4970 Phone: 970.226.0557 19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 31+50 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' 50 0 50 100 DATE OCTOBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 61 of 224 N W E E a 0 a_ o U I OT LOT 5 OT (n LOT 3 U) w LOT 1 . o LOT 19 LOT 17 LOT 1 LOT 13 LOT 11 LOT 9 SSMH 1Q el , .� •• I 5;STA. 38+42.67 w 8 OT If LOT 4 pT 4_ I LOT 20 LOT 18 LOT 16 LOT 14 LOT 12 LOT 10 LOT 8 it N LOT 2 SSMH-1 N . LOT 6 LOT 4 I' o STA. 32+38.75 m SSMH-10 LOT 7 LOT 5 `I M STA. 36+03.72 j �cn LOT 1 SS S S -SS- S_ , SSMH-1P _ -S S S S_ - S S S S S W W S - S W- S W W S - STA. 37+53.75 - S-01 - - >E ER`' ° ° SS-01- � . 0 >. �' `• SEWER Q - - - - - 34+0 35+00 36+ 0 $ SEWER 37+00 0 M m m > R' — I ;0 C fn DRAWN CHECKED N // DAP _O / DESIGNED of TRACT KK / SS-01 BRB FILENAME L • o I o . vi // 0009_SANITARY SSMH-1 M + STA. 30+05.75 "' // / p D L/c a ��• gyp. ,. •. TRACT II o Ls z -` STA. 30+05.75 o0I _ QF-� p� 1 30 LF 8" PVC SEWER S/ONAL E� 0.4% SLOPE INV. = 4988.37' - ' KEY MAP 1-8" PLUG N . T. S. NOTES SEE SHEET 61 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT-OFF-WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT-OFF U. WALL SHALL EXTEND INTO THE NATIVE O MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. 0) Q Q Z m J D W 5010 5010 (n Q W o' � Q 5005 < II PROPOSED GRADE 5005 W > Co 00z m � Z W o °' - - - - - � °' - U) N > Q 5000 Z 5000 EXISTING H GRADE- o - a _ - - --- - - z II — p X — � — Z (� h . Z 4995 - - - - - - - - - - - - - - - - - > `° - fD- - 88.92 L.F. 4995 co co 0) w 0) 150.02 L.F. S=0.40% 0- 0 _ W Q II 364.98 L.F. S=0.40 0 8" PVC = w 233.00 L.F. R > S=0.40% 8" PVC cn < II S=0.40% cc z 00 ?_ 8" PVC 4990 w oo z 8" PVC _ ' 4990 4985 w 3 w 4985 33v w3� w� _3 N Cn �� ^ ��O —v (AD —z tD 04 I, r, `— O O M On ^ M t'7 P7 00 � Uf 000 S U-) n0000 O +9� �1M00) 0) BN (fl � O) ,g, lnN — O ,ar-PIo) 4980 $o II 'n rn rn � �� rn rn � r co 0 0 �. � 00 4980 oo `F `� II `� K)0 `r `F II dooms II � �o `t II to II _I +� II II 2:I NMII O_ M+� II j a._ r,M� II ? _ a) T INC.c0 z z ? ? ? CONSULTING ENGINE ERS 11 0 II Z Z p IIO 748 Whalers Way Q > >; Q > j Q > j Q > >: Q m Suite 200 Fort Collins (nEn Z N 2ZZ Z NNEZ Z NNEZ Z NNEZ Colorado 80525 4975 — — 4975 Phone: 970.226.0557 29+50 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 39+50 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' 50 0 50 100 DATE OCTOBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 62 of 224 N o STA. 23+90.70 I I z � 40 LF 8" PVC SEWER I o co ss :\ 0.4% SLOPE I 5; o INV. = 4984.91' I I I 1-8" PLUG I STMH-1 BB l I f •I STA. 11+58.91 OT 1 LOT 9 OT LOT 5 OT LOT 1 I I LOT 19 \.� I STMH-1 BA I I I w LOT 12 OT 1 LOT 8 OT LOT 4 OT I LOT 20 LO J STA. 11+04.26 - - - - - - - IRR-01. I I o i C4 Q — �+ �+ �+ �+ I SS-1 A � � — `� S S- $S S S $$ S 1 - � / m_ S S SSMH-1 K .� °° I �12 s- 12 0o SS— A 1 too — — — 10 00 8" SE ER`' L j STA. 10+00 -SS-18 ��} 11+5s WL-01 0 'yy�� - ►J I SS-1 B DRAWN _ R I I BRB ~' WL-16 — — — — — — S SEA GOODH'MT DR N — J m y D° a I CHECKED �o � DAP SSMH-1 AA Rb D SSMH-1 N m = — - DESIGNED rn r c. STA. 10+00 m — z STA. 12+48.91 . . I` .- 'w, :=: ` :— — _ _ - - - - - - - - - - — °,, BRB m o p � _ _ — ` I � i 2 I FILENAME 0009_SANITARY _� pp0 LAC . •. \, I I ��•� �pJAl P,�pC� S�ONAL E� KEY MAP N . T. S. NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT—OFF—WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT—OFF U. WALL SHALL EXTEND INTO THE NATIVE O MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. (1 Q Q Z m J D W 5010 5010 (n Q Q = W 5005 5005 5005 5005 W(n PROPOSED O GRADE PROPOSED 5000 5000 5000 1111 GRADE 5000 Q — — EXISTING EXISTING GRADE Z GRADE —— 4995 - - 0- 4995 4995 14995 (n o' orn 248.91 L.F.S=0.60% 00 > D_ 8" PVC Z W 4990 4990 4990 ~ -54.64 L.F. II 104.26 L.F. 4990 S=0.40% - > - S=0.40% g" PVC 00 z - 8" PVC 4985 4985 4985 4985 zNv Zw r.`. -LO .. O to � O O Is 0 — 00 00 00 00 0 - 00 '_000) g` � 000000 O 'B` �0�00�0 0 c cook 0 t � 4' � 4980 00 rn rn d- - 4980 4980 00 N rn a) `f N a) d' � N a) d' 4980 00 , .d. ONe! � OOd' '* � � '* Op � � ago n Oo n _ Oo a QO � u - mLO � a TST INC. Q + �— z + II II x + II II m + II m + II N Z O t!) O m � . 1* CONSULTING ENGINEERS III _ � II � Z � = � IIZZ � = `— IIZD = `— IIZD 748 Whalers Way Q Q > j > > Suite 200 Fort Collins � H — NH — NH — H — H - 4975 07 � z N N z z z 4975 4975 cn cn E z z z U M E z z M m E z z 4975 Phonelor9�o.2206 0557 13+00 12+00 11+00 10+00 9+50 9+50 10+00 11+00 12+00 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' 50 0 50 100 DATE OCTOBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 63 of 224 N Z 0 z it o co SEE SHEET 65 > o ' F ' - a• LV I JJ ® (n LOT 17 LOT 18 LOT 19 \ m `L LOT 1 12 TRA�.T J -� OT 4 LOT 42 , b . LOT 2 z� _ LOT 15 5' e' � LOT 13 / � �3 �'• U.E. � \ \N SS-02' zo FR R I I F� LOT 1 0 R _ . w 2 LOT 16 ' 1 R I RR R M� 1 ° I SEW Ss—o3 / _ / _ - o l SSMH-2G ERR- STA. 20+99.62 Q as Gomm) -1N ST-03 12+00 1 00 N ST-03 I I I I 1 SSMH 2A LOT 14 m SSMH-26 + % STA. 10+00 SSMH-2C STA. 12+23.58 I I � �I � �I � �1 1 � \ � DRAWN T STA. 13+65.08 _ I I 11 ' � �� BRB I NI �i NI �j I �j N I II ` m LOT 13 CHECKED OT 27 LOT 25 OT 2 LOT 21 LOT 19 LOT 17 \ �' m DAP ' OT 1 T 1 OT 10 LOT 8 LOT 1 vp'' ko \ DESIGNED I LOT 6 LOT 4 LOT 2 1LOT 28 LOT 2 LOT 24 LOT 22 LOT 20 LOT 18 LOT 15 OT 1 OT 1 w LOT 16 BRB LOT 9 LOT 7 LOT 5 LOT 3 LOT 1 cV 1 + c 9 \ LOT 12 � 1 FILENAME � S S S S S S_ S S _ S 01 m S S S S S � S_ e LOT 16 - - - - - S - -S S 0009_SANITARY - S S S S _WW S S —WW S SWW $ W LOT 11 . LOT 17 0 A' E - - - S 6 s+o (n p0 1 :i 12" SEW R 0 �P 1s — — — — _ .o g is TA. 17+20.67 gyp\. SSMH 2F � _ —S $ S S S S � " S S S S — — — — � �• � � / >w $ $ S $ S S $ - $ 1�/VI $ - $ /V�- 8 \ rN\ LOT 10 SSMH-2D rn $ $ M S \ N \C1G OAS ' LOT 22 LOT 23 �rn rn STA. 14+93.08 rn�': t�> SSMH-2E LOT 21 ;o LOT 26 LOT 29 LOT 31 m!'� STA. 18+93.08 LOT 43\ . LOT 28 LOT 33 OT 3 •• OT 30 LOT 32 LOT 42 LOT 9 \`\ / I R I RR I T 2 LOT 2R5 OT 2R7 R f w :' I FR R OT 34 LOT 36 LOT 37 LOT 38 LOT 39 LOT 40 LOT 41 1� N S�4NAL E IFR IRR R IRR R ,ego KEY MAP ■ T I R R EE N . I . S. I 1 w NOTES =� TRA \ \ LOT 1. REFER TO COVER SHEETS FOR LEGEND AND N ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT-OFF-WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT-OFF U. WALL SHALL EXTEND INTO THE NATIVE O MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. 0) 5010 5010 > Z 02 a a m LV J D 5005 5005 (n a _ a = W PROPOSED - _ GRADE - Q 5000 - - - - - - - - - - - - - - - - - - - - - 5000 ~ LU CIO- GRADE - z - - - - - - - a of-- 4995 _ a r _ u-_ 4995 a e — - - � 00 z� re � � Of w _ — d I� co z U) __ 00) 3 IIco U N > n> o Dz > II W 4990Z > 4990 > co . L.F.. . D . L.F. N I u— - 400.00 L.F. S=0.22% - S=0.22% W z 128.00 L.F. 12" PVC = 12 PVC w Z-223.58 L.F. 141.50 L.F. S=0.22% 120 PVC _ - (n" - S=0.22% S=0.22% 12" PVC 4985 12" PVC 12" PVC - 4985 4980 ^ ^ ^ 3 3 ^ 3 3 _ ^ 4980 W^r.� J W3 � W � J wW ?i .� . w " J - W z3Z O �� U v � O ��� � � � O — wo CO CD � N Q � � i ) co �F Q , coo 't 4 00)i 1 Q N M co 00�` 00 K) ONo 0) 00 t0 � 00 00 00 0) S 00 * 't 0) :9 00`_'LO 't 00 0) & 00 00 LO 0) N 00 0) 4975 00 o rn 0) 0) o a 'n 0) rn 00 0 0 0) o a o'er 0) rn 0) o0 0 00 rn o a r d' rn rn d' 4975 d' o N d d d to O r7 n d- d- 't 6 r) 't (Do O r7 N d- d- It qt r7 q d- -coO r N � � 00 II w No II (00 II w 00 II a) o II - w (00 II N + � II II II N o +0 II II N + 0 II �— N o + 0 II II II N +00 0 II {— N o +0 II II TST, INC. I OIIZZZ � I o � llZZ � I IIZD I � � IIZZZO I IIZ � I o � IIZZO CONSULTING WhaIerNGVNoEERS 2 - 2 = - Y > > j j � (n Q� > j � Q � > j m (n Q � > > j j � Q � > j 2 (n Q � > j Suite 200 Fort Collins Z I— — (n I— — (n Z I— — (n I— — —to Z I— — NN� Z Z Z Z (n� (na' Z Z Z N (n � Z Z (n� (n � Z Z Z Z Ev— (ncn Z -Nv �� Z Z Z Colorado 80525 4970 4970 Phone: 970.226.0557 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' 50 0 50 100 DATE OCTOBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 64 of 224 N Z 0 LOT 14 LOT 12 LOT 10 z U LOT 15co LOT 13 LOT 11 LOT 9 �_ o LOT 16 SSMH-21 STA. 23+63.19 SSMH-2J l Lo > — w i,u= STA. 24+49.61 SS-02 S _ � - SS - S S Fj 24+00° 24 SII— J c� ALLEY L LOT 17 U) D w _ o 3 N LOT 8 Ct rn LOT 18 (1) + 20 r�r m _ I_; a N � � IN DRAWN �0 LOT 7 BRB �r a — r •o' SSMH-2H CHECKED L, LOT 19 �� �. W° STA. 22+34.96 DAP N o0 S�ZF DESIGNED S BRB 3e FILENAME a. S M ° S 0009_SANITARY (0 � ' 21 oo •„ wER � �S M M � I— M M S LOT 6 1 w S LOT 5 _ ER'° SSMH-2G LOT 4 p N — S STA. 20+99.62 LOT 3 vim'.• OJP�' OCR ILLIW M — LOT 2 C/) • � LOT 1 � O LOT 14 KEY MAP N . T. S. NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT—OFF—WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT—OFF U. WALL SHALL EXTEND INTO THE NATIVE O MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. 0) 5010 5010 > Z 0 PROPOSED GRADE_ L 5005 5005 (n Q = W 5000 - - - - _ - - _ - - - 5000 WLU LO _ Z EXISTING — a_ o \ a 00 GRADE wo- w O O Ld U 3 II a- 7 � II 0 o co Z 86.42 L.F. 4995 6 Z a ' 128.23 L.F. — S=0.40% 4995 oII 135.34 L.F. S=0.40% = g" PVC 0 S=0.40% 8" PVC Z 8" PVC � f It co Z Q 4990 w - 132.50 L.F. 4990 (n N S=0.22% w 12" PVC w N 4985 4985 4980 w - w 4980 .... w 3w � - 33 3w � o Z z.. a, v .... N co ZQ ij 00 r cD Ijrj N OO N M _ Nm _� t0t0 j� 0) (Oo o c,g' ro—OCO4975 o a rn rn � ° � rn rn � 00 �II 4975 co w 1* It � r `r 00) 0I AOW cp o 0 + _ + 0 +OII II +0 TST, INC. Cj LO NN CIN �INN = CONSULTING ENGINE ERSw Z Z O II0 II — — _ = 0 748 Whalers Way Z Q � > j � � Q � > j � � Q � > j � m Q � � Suite 200 Fort Collins (n Z I— — w I— — (n H — (n H — EEE� N� NEZZ Z TN (nXZZ Z NN� ZZ Z V) V) Colorado 26.0 0525 4970 4970 Phone: 970.226.0557 20+00 21+00 22+00 23+00 24+00 25+00 25+50 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' 50 0 50 100 DATE OCTOBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 65 of 224 N M- Z IZ" w I I I LOT 3 I II II STA. 16+02.26 35 LF $ PVC SEWER o 0.4% SLOPE cn I o I I I I INV. = 4993.43' SS-2A o LO I 'I Li 17 LOT 2 I I 1-8" PLUG Ln T 18 � __T7 > LOT 19 o SSMH-2AA I IAl _ X - STA. 12+44 I LOT 1 LONGWOOD DR 15+00 116 14+00 --- R- I I I I SS-2A 13+00 —I 12+ o ----- w_� SSMH-2AB — —� 00 11+ 12" SEWE -_ w -I - \\ -; - STA. 16+02.26 Q SSMH-2G -E STA. 10+00 Ll, r� I m I I i I I LOT 14 DRAWN IN �� I I BRB LOT 17 I a N I o I CHECKED 18 DAP LOT 1 I LOT 13 I I N DESIGNED � I LOT 16 I e.:� I I I � I I BRB I �` I,,. T . m li li FILENAME S 0009_SANITARY PDO LAC .• RE Q���p�Gp�S��•� E KEY MAP S�ONAL N . T. S. NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT-OFF-WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT-OFF U. WALL SHALL EXTEND INTO THE NATIVE O MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. 0) 5015 5015 > Z t �* 0 A o o a m W J D 5010 5010 (n PROPOSED LU GRADE F W 5005 I 5005 LU EXISTING _ _ — 5000 GRADE U _ — 5000 Q o 00 o - Zo II 4995 Z - 4995 (n 0 V) `� 3 S-1.50q - II 3 II g" pV00 4990 244.00 L.F. Z 4990 S=0.22% - 12" PVC 4985 3 3 4985 W� J 3WU) W W � ij � LO M N CO — 000LO1� � M �0': co � � to vM o 00d00 4980 '0 a rn rn C1 di 4980 to O O0d d erN Ne Oo Q o II a + u TST� INC. N O + II II D N + II II CONSULTING ENGINEERS I w0 �zz I r zzD (I t°� — O = II — — O = II Z O 748 Whalers Way Z I.- > > > m H m > > > N > > Suite 200 Fort Collins N v N Z Z Z (n N Z Z Z N N W Z Z Colorado 80525 4975 — - 4975 Phone: 970.226.0557 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' 50 0 50 100 DATE OCTOBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 66 of 224 N T 5 LOT 3 LOT 1 0 \ oz I \ i Cn D- S $ Cn — 4 _$ $ _ $ _ $ — $ S $ $ $ Uhl $ �111 $, 4 —$ �1�1 _$ — 'N 02 :v \ O_ 0 a 4 4 S - S S - - S S LIJ _j INT M S \ e N D(A SSMH-2Drn STA. 10+00 �^ SS-2B n LOT 28 �'' s LOT 29 LOT 31 LOT 33 OT 3 LOT 42 LOT 43\\ \ Cn 0 LOT 26 SOT 25 OT 27 I OT 30 LOT 32 OT 3 LOT 36 LOT 37 LOT 38 LOT 39 LOT 40 LOT 41 \ ,, \ ' SS-2C Q 2 I I RR w I I RR R I R R U E� 0 \ . SSMH-2BA T 6 - ' _j .=. STA. 10+82.07 u + I F� R F� R \ I m DRAWN nag= _I TRAM' XE E OT 36 LOT 34 LOT 32 OT 30 Cs 3 BRB ST-3A a r 30 R EIS \ \ LOT 37 LOT 35 LOT 3 LOT 31 LOT 29 �Y CHECKED I I I WP'� \ a DAP $ $ $ $ $ $ $ $ •s m Z DESIGNED SSMH-2BB LOT 46 LOT 45 \ w — — — — — — — — V BRB 21 �I idl � �I �I I STA. 11+67.69 I' rri OT 57 LOT 52 LOT 44\ FILENAME LOT 32 OT 30 LOT 59 D w v LOT 51 LOT 50 LOT 49 LOT 48 LOT 47 SSMH-2BE \ , 12 4 a `12 00 ' 8" EW R' : 1+00•• '• 10 00 0009_SANITARY o y: c�� 3 LOT 31 LOT 29 OT 5 LOT 56 m OT 5 !'� STA. 17+40.99 \ Io — —2 — - N 20 Cm �' S Ww $' S S S Sm� S S S S p,DO L/c — $ $— $ —`S - - S $ S - - S v r $ .S .S�*I. —$ WW - - SW $ - - $ W $ — e•"�' •. cn - SSMH-2BC ,�p FtE•• SSMH-2CA c m STA. 10+00 VOP` O�P�O� P STA. 12+48.92 rn Q� �G • Q D SS oBe SS 2B a b _ OT 3 OT 4 LOT 42 OT 4 LOT 46 OT 4 G S . —•v. '", •__e .� 13 00- ` — �, SE E' " �..1 pp—.� •. — _ ,15+0 — ="s 16+ 0 •'—'• . — — '-1 +00- "". .. 17 41 ._ Q�� � �; Cry G MaL — — -a OT 3 LOT 41 OT 4 LOT 45 OT 4 OT 4 FO �� S S S S S S S S S - - S S S M S S M S S- M S - M - - �: �0'� .••G� SSMH-2BC SSMH-2BD S/DNA\- E� STA. 12+48.47 LOT 61 LOT 63 LOT 6 LOT 67 STA. 15+07.06 [�T I I I I I — I KEY MAP LOT 69 LOT 71 LOT 73 LOT 75 a ` -�w. OT 4 LOT 46 OT 4 f pz o.l LOT 60 OT 6 LOT 64 LOT 6 LOT 68 LOT 72 LOT 74 LOT 76 N . T. So LOT 70 LOT 45 OT 4 OT 491 o ;•I NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT-OFF-WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT-OFF U. WALL SHALL EXTEND INTO THE NATIVE O MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. co 5010 5010 > Z _ oo a m W J D 5005 5005 (n PROPOSED Q � W GRADE / � W 5000 _ -- 5000 5005 5005 Lu EXISTING — PROPOSED- Z GRADE GRADEO i — 4995 - - - - - - c, 00- - - _ 4995 5000 5000 Q c, ,n a- <o 233.93 L.F. o o 258.59 L.F. S=0.60% EXISTING GRADE Z 0 04 -c L OL � 0D a In s 3 II S=0.60% 8 PVC - - - I a 0) _� 0) Z II ~moon �t II 0o z_ 8" PVC _ 4990 w It -`� z > II z > N z 4990 4995 4995 (n z - - - < II N > — d Z 00 z - - 248.92 L.F.- 80,7g L.F. -�� L•F• S_1.40% a. PO 8" pVC �. 5=0.60% 55.6240% � 8" PVC 4985 52.07 L.F. 81 PVC 4985 _ 4990 4990 S=1.40q, " _ II 8" pVC 00 z LJ 4980 ^^3 3 3 ^^3 4980 4985 w 3 4985 - ww3 � w� w� w3 � w� - w�� CO _ r') _ I� O o0 I� CO CO O Q � 000 It I — uj (0 - � I� N CO C) p O CV — O N N O) 00 00 00 00 '9; . 0 0 0 '� 00 g M00000000000 00 � 000 00 �000 00 �0000000 00 00 000)tM 't 000)� � 0000000 4975 o a 0 rn rn . rn d: 0 1 d• - rn rn rn 4975 4980 � °� rn rn 4980 (000' 000 � d- sl- II ¢ od II m od- II c.> 000 `� `F II oaMod' II o`n aD� voo0d d II woo II Quo II 00 +0 u u u mC_ 0 p mC_ 0 a m +o u u �. m +0 a m + 0 � N + 0 � m -I-� u u TST, INC. O O cam- O a• cV O u) O I� O N o CONSULTING ENGINEERS = o IIZZZO = �`' IIZO = �� IIZ0 = `— IIZZO = `— IIZO = � 110 = � 110 _ � IIZZ � 748 Whalers Way Q M j j j j Q j j Q j j Q j j j Q j j Q j ( Q m j Q j j j Suite 200 Fort Collins N Z ~ — Z Z Z Z (n ~— Z Z (n Z (n ~ — Z Z Z V) Z (n — ~ — Z (n Z Colorado 80525 4970 N `'- (n z - - cn V)F _ _ cn cn E _ cn (n F _ _ _ cn cn � _ _ V) N FE - 4970 4975 N N FE _ (n U)w - - - 4975 Phone: 970.226.0557 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 13+00 12+00 11+00 10+00 9+50 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' 50 0 50 100 DATE OCTOBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 67 of 224 N Z 0 z it o U) w > CI w r• TRACT Z 1 T ° a.a SS-2D �I �R INI � I �J I NI �Ajbi a pi I a Pi I OT 27 w l %" T 1 T 1 OT 10 LOT 8 LOT 28 LOT o LOT 6 LOT 4 LOT 2 J. LOT 15 LOT 1 3 l.OT 11 LOT 9 LOT 7 LOT 5 LOT 3 LOT 1 0 SSMH-2DA V m / STA. 13+58.53 S S S S S S S - S S S S S S S $ S S DRAWN LOT 16 �1 + 0 — -12+0 —$" S WER — 11+00 — .10 00 — BRB CHECKED LOT 17 S 2 ALLEY E. ° 3K, DAP 1'. P LOT 18 j�IV S S $ NIA S $ �A A S S S S AV, O S N S S DESIGNED o SSMH-2D BRB Re/ Q / C IDrI m STA. 1 O+OO -`` Z FILENAME LOT 22 LOT 23 r- LOT 29 LOT LOT 19 i / m m n °° v, LOT 28 11- 0009_SANITARY / LOT 21 O LOT 26 o I LOT 30 OT 27 f . / I R I R R I ART 2 �oT 2R5 R FR R " w I RR R I 15 I I I I pb2l5 SSMH-2DB u u po4+5488 G� LLJ E KEY MAP S�ONAL N . T. S. NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT-OFF-WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT-OFF U. WALL SHALL EXTEND INTO THE NATIVE O MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. 0) 5010 5010 > Z 0c a m LV J D 5005 5005 (n a a = W PROPOSED a 5000 GRADE 5000 LU - - Z CIO EXISTING — — — GRADE O 4995 4995 a 96.35 L.F. S=0.40% 358.53 L.F. 8" PVC S=0.40% Z 8" PVC 4990 4990 (n 4985 4985 4980 z z w 3 4980 v v J -W W 3 �- ^ -(/) Z fn 0000�0 00M^� O DLO 0) O _ 4975 �t `t � � � d' 0 a- o N 0) 0) 0 4975 m ,Oo II QLOo II oo II - �II II = II II o + oo +o 11 TST, INC. N D N Z) N p CONSULTING ENGINE ERS O Z Z_ = O 748 Whalers Way N la- N Fa- > > Z > > > > Suite 200 Fort Collins Colorado 80525Cn � N N FE Z Z v Z Z Z Z 4970 4970 Phone: 970.226.0557 15+50 15+00 14+00 13+00 12+00 11+00 10+00 9+50 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' 50 0 50 100 DATE OCTOBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 68 of 224 N Z 0 I= Cn z x 0 0 � w SS-2F > w SS-2G ALLEY LEI E /r I e. S 3 o r ' / SS-2E E - I N LOT 19 LOT 6 i w LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 � LOT 1 :, =� �CA� Q SSMH-2EA / — LOT 2 W 7 :I° g o�Q ` o SSMH-2F L� LOT 5 LOT 3 M — STA. 12+18.81 / LOT 5 LOT 4 ui� 3 P STA. 10+00 LOT 4 � I l SSMH-2H a f �, LOT 18 m $ W W S _ _S VU $ _$ W $— — _ S W VU—$ LOT 3 LOT 2 ' LOT 6 STA. 10+00 N - S LOT 1 S W W ... , - DRAWN s —02 1 00 w. ��+ 12+00 S W - - 4 8 NI o CA LOT 17 SSMH-2GA BRB ° • K: 8 SE EWER - - STA. 10+74.47 SSMH 2EB _ - - S W , A 2E STA. 13+59.02 o s 1 s-o2 %s-• � .1 DAP - - - - - - - - w - - - - - - — W- - - - 13��0. SS-2F •I° t 71 O H / — — — 10+0 — DESIGNED LOT 15 1 N N LOT 43 rr O m u! g i < `� — — — — N to �' A W J w d LOT 44 _ / a s9 SSMH-2FA o° r - - BRB ss o2 — s WE I W W� w P / TA. 10+45.49 `� gj c3i� LOT 19 S S S S S FILENAME ~-N G LOT 76 G J W N ' a LOT 7 I :I w ;�L 0009-SANITARY I LOT 16 (/� LOT 42 3 / / o Z b SSMH-21 — LOT 45 / / f I J W �• M 3 STA. 10+00 LOT 16 I / W L I / C / m" LOT 75 I o 3 I G, LOT 18 _ _OT 11 LOT 13 LOT 15 I s �P.DD /C ,....• LOT 17 ^N'' ' ` — �3 LOT 8 I LOT 12 LOT 14 — ��••'• RE ��P� �� / LOT 41 LOT 46 LOT 74 LOT 17 I FI R I OT 1R KEY MAP ONA� N . T. S. NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT-OFF-WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT-OFF U. WALL SHALL EXTEND INTO THE NATIVE O MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. (n 5010 5010 > Z PROPOSED In W .1 GRADE I D 5005 - 5005 5010 5010 5010 5010 (n a EXISTING PROPOSED Lu E — GRADE PROPOSED GRAD GRADE 5000 - - - 5000 _ 5005 5005 5005 1 5005 W > � - - Z 0 w 0 - 00_af0 — CL �_ EXISTING- I 00 u_3 11GRADE 4995 Z � - - - - -� ?-� z- 140.21 L.F. 4995 5000 218.81 L.F. - S=0.40% _ _ 5000 5000 5000 S=0.40% 8" PVC 8" PVC 45.49 L.F. Z S=5.00%__11S EXISTING 8" PVC— GRADE 74.47 L.F. a 4990 4990 4995 4995 4995 S=0.40% 4995 (n 8" PVC 4985 4985 4990 4990 4990 4990 4980 _ - 3 4980 4985 - w � � ,� 4985 4985 w 'F 4985 WZ�-. -N - . 33v - 3wZ v O v O� to Cb �.Zi z.Ni CV == Nj M co OC=V = CC�VO = ldA = MZ MZ CV— O O 04 O00 0) >s 0) r= II 00 C� Cu)NCA N CO C V CV 00 M ro 0) ra0 C°' ^ rnrn � ornrn4975 o0- rn0) 1* 00o 4980 4980 M1—II 00 0) 4980 -CO O 00* o `n. LO � It 000r- , r oo mo � o +o doo Q + N 0 +0 TST, INC.O +O NO II _ + 0 11 11 NN M CV 0 CV 0 L N Cn C14 p CONSULTING ENGINE ERSo ZO o O ZZ0 O = O 748 Whalers Way ate» > gain Pm» � Q � > gQ � > � Qm > ; > V) Q � > ; > m >: Suite 200 Fort Collins ZnvNiRZZ Z cncnRZ Z (n (nwz Ncnw NNYZZ Z V) NFtZZ Z (n (nFtZ in Colorado 80525 4970 4970 4975 4975 4975 4975 Phone: 970.226.0557 9+50 10+00 11+00 12+00 13+00 14+00 14+50 11+50 11+00 10+00 9+50 9+50 10+00 11+00 Jos No. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' 50 0 50 100 DATE OCTOBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 69 of 224 L .00 L 0 a_ it L D U) L 100 LF 18" C..',131NO o UNDER N GIDDING:: RD SS-21-1 0 ISSMH- 1 STA. 14+8'2.1 L < TRACTOO C 4 SSMH-2H6 (1) ISTA. 13+67.98 V) m DRAWN BRB air CHECKED DAP DESIGNED BRB FILENAME SSMH-2AA 0009-SANITARY STA. ®`_0 - - - - - - - - - - - - - - - --2AA 90 kt SS-2H MAPLE HILL DR (FUTURE 0 L 107 - - - -12" — — — 00 12" SEWER — — — — — — — 4 "1 RE — — — — IfGSSMH-2HA +95.98 1Z O KEY MAP N . T. S. NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') CIO ALONG THE LENGTH OF THE PIPE IS REQUIRED. w GROUNDWATER CUT-OFF-WALLS SHALL BE CONSTRUCTED WITHIN FIVE FEET (5 ) UPSTREAM OF EVERY MANHOLE. THE CUT-OFF U. WALL SHALL EXTEND INTO THE NATIVE MATERIAL A MINIMUM OF 12 INCHES (12-) AND 0 EXTEND AROUND THE FULL CIRCUMFERENCE OF z THE PIPE AT A MINIMUM AND HAVE A MINIMUM 0 WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. CO Q Q Z m J D LU 5010 5010 Uj 5005 5005 LU PROPOSED 00 z GRADE 013 5000 —EXISTING--Y-- 5000 GRADE = CD C F- 4995 af 0) 4995 CIO > C- 0 ;a CD Z — 1 114.12 L.F. z 172.00 L.F. S=0.22% ==195.98 L.F. S=0.22% 12" PVC 4990 = S=0.22% > 12" PVC 7 7 7 4 4 4 4 4990 12" PVC U) C 0 .00 C: m 4985 3 3 m 4985 z 17- z V) >w 100 LF 18'"' CASIN to (0 z US UNDER N. GIDDINGS RD 3') (0 co 0! 00 U') 00 06 S- 06 00 — 000) cI c6 00 It 00 CO 00 00 00 't 00 00 '0. 00 Tt 00 00 r-00 0) — 00 0 CA 00 O-t) 4980 14t C� 0) 0) 0) 7 C� 0) 4980 1* 1* U') 04 1* 0 * 0< 0) m (0 0 000 N - 0 :E +0 X: + 0 X + LCO) TSNGI 0 LO DC14 LO Cq LO 04 't DCONSNG ENEERS z z 0 0 K 0 z 0 748 Whalers Way >: 0-0; >: < Suite 200 Fort Collins 0-0; >; >: =IF-= Cf) �- V) Colorado 80525 U) U) Z Cl) (n (n FE K 4975 Phone: 970.226.0557 4975 1 FEl - I I I 1 — —1 1 1 1 # 9+50 10+00 11+00 12+30 13+00 14+00 15+00 16+00 17+00 17+50 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' 50 0 50 100 DATE OCTOBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 70 of 224 N Z 0 D- z it o U) w > CI w b w LOT 20 S LOT 19 LOT 17 ` N �OT 12 $$-03 S LOT 18 TRACT J N LOT 31 (n S cn LOT 1 1' Szz '• _ ° '• . LOT 16 °t. TRACT H 031 S `3W S I -LOT 14 wp °� w� ` gin\Pq. S LOT 15 Q cn� o �- 1 j S \ �o SSMH-2A LOT 1 LOT 32 r) Q P ° LOT 14 17 SS-05— 17 84 4 —:� 17+00 — —= 16+00— mIL STA S 03 x v SSMH-3A + J 12' SEWER ALLEY ° M 12 SE R ° STA. 10+16.60 it -3H I� " TR Y _ LOT 13 M DRAWN BRB _ _ o S S M SSMH-3G $ M -``!$ S M SSMH-3F SSMH-3E to I CHECKED STA. 17+84.11 a= w STA. 14+94.98 STA. 14+04.44 le � N � DAP r - N w O SSMH-3D M (n LOT 12 r 0 i DESIGNED t LOT 1 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 STA. 13+71.44 ,LOT 9 ^w �� I: o o I FILENAME BRB LOT 11 + - LOT 2 LOT 3 o w TRACT Z 0009_SANITARY 0 IRR IR R IFS R IR R I + N LOT 10 - pp0 L/� M •. Lp 11+ 4 • s , 12 EWER=12+00 P �c TEALBROOK DR SS-03 SSMH-3C STA. 12+56.77 � �O� G S�ONAL E N . T. S. NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT-OFF-WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT-OFF LL WALL SHALL EXTEND INTO THE NATIVE O 5010 5010 MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. 0) 5005 5005 > Z PROPOSED - GRADE - W .1 5000 - - - _ - - - - - 5000 UN_ - - - - - - - - _ a W M rn EXISTING o 0 o GRADE 0) w c6 rn Q W 4995 z II - II - W It 4995 >00 z - — > Q II 00 Q 33.00 L.F. o- ZCIO - S=0.22% o -- > z oo >z- { 12" PVC 289.13 L.F. _-- z - 16.60 L.F. 90.54 L.F. - S=1.40� 4990 4990 12 O.P�% S=0.22% _ 114.67 L.F. - -- 12" PVC - " C I 12 PVC S 0.22% 92.00 L.F. 12 PVC S=0.22% 148.17 - Z _1• = 12" PVC S L.F• _ 409; Q 4985 - — - 12" PVC 4985 (n U > r` a_ �CL - O O) O II 4980 - z > 4980 z 4975 _ -- - .. -- .-\ � .-. .-. _ >- 4975 -i 3w / -1 3wv - 3v r.� wv 3z 3w �_ W.�, zz zz z z z z O �� P� O -_ �� � � O � M �00 �00 � O Z - Zz Z H M O Z — O PC) 0 00 n Lq 00 00 r M Q d Q N M 00 Q P7 n � O (0— I� c0 N CO 00 � (0 P7 N co c0 't cV 00 oo 6 00 g --0 00 04 Co � O 00 d- I� ,� P7 c0 00 0) - 00 3t n PO cV 00 a —CV 00 0) A 00 co 00 O R O 00 t d cp 0c) t0 O O _ 0 0 00 00 00 O 4970 0 a. rn rn 0 0- rn rn 00 d' rn 00 rn 00 o 0) 00 8) d' -0c) rn `r 00 N O rn rn 0) 4970 co mot' -* d- co 4nqtd- * 4V) ,* -* .* N "t 'tco � e) � 4cv ,t � �pr � d- OcVe} � � w coo II w 00 II — 00 II �O II �0 II coo II O II X 00 II Mo + 0 II II LL- o O - o o O m O u Q +0 II QW +O II a II TST INC. M + Lo II II D M +to II Z) o +cn II M +,n II � M +� � �,� L N � � � I W Z Z = I W Z Z = I Z = I Z = I � Z = I Z = I Z = 1 0 0 Z Z Z = CONSULTING ENGINEERS II - - O = � II - - O = II — O = II — O = II — O = II — O —_ II — O = �— II - - - O — 748 Whalers Way (nz Q � > > > gU) Q � > > gQ � > > � Q� > gQ � > > � Q � > > -� Q� > g W Q � > » > = Suite 200 Fort Collins � Z ~ — Z Z Z N Z ~ — Z Z Z (n Z V) Z - (n ~— Z Z N ~— Z Z N ~cncn— Z Z (n F ~ Z Z Z Z - Colorado 80525 4965 � `� � � — — — U) Z- 0_' — — — NNE — — (n (n - � N� — — Cn U) — — — 4965 Phone: 970.226.0557 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' 50 0 50 100 DATE OCTOBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 71 of 224 N Z 0 a_ z it o U) w > CI w SS-3B SS-3A IL I � 21 I �I I I 21 �I 21 �I 21 �I e w �\ LOT - LOT 23 - - - - - - - ' - - - � - - - \ LOT 28 LOT 27 LOT 26 LOT 25 LOT 24 LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 o ,l m LOT 29 4i LOT 1 N I i \ Ld � DRAWN \ SSMH-3AB a STAS 10+18.92 :I BRB \ STA. 13+08.39 iio W �+ LOT 32 LOT 31 \E0T 30 S W S - _S_ W S— _S_W J 0 - S W S - - S W S — S W $ — CHECKED \ 5 3 00 12 00 8 SE ER 11 00` ° S -3 DAP / DESIGNED LOT 2 27' A.E.,(n BRB \ \ �3 SS�3P w '- - - - - - - D.E., & U.E. \ N - Al. — IS — W—`S — FILENAME ° 5,03 M 66 .., SSMH-3AC r5 M _1000 �1 LL ' '° .p �� ;� ',.°. y . ° .�'�' .° � � �� 0009 SANITARY STA. 13+70.39 8 SEWE AU.EY G TRACT H W d SMH-3F S LOT 3 SSMH-3G' SS \ar. C MH-3BA 0 L/ LOT 31 ��� "' -STAS 10+00 STA. 10 STA. 10+66.48 , F�P�••••. f I �P TRACT H LOT 8 1 /� V.• Q`Qe� �G� LOT 32 \ . �S 7 LOT 7 30' ELCO WATER ESMT I n A .., �/: Q `Q� �� •w S�O E� KEY MAP NAL N . T. S. NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT-OFF-WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT-OFF U. WALL SHALL EXTEND INTO THE NATIVE O MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. 0) 5010 5010 > Z �t--sn m W J 5005 5005 5010 5010 (n PROPOSED W -- GRADE PROPOSED GRADE 5000 _ - _ _ - - _ _ _ 5000 - 5005 5005 LU -- - Z co EXISTING _ O GRADE 18.92 L.F. S=0.50%- 62.00 L.F. - EXISTING 4995 5000 GRADE 5000 Q 4995 S=0.50% 289.47 L.F. 8" PVC- - - 8" PVC -- S=0.507o - 8" PVC 4990 - J 1114990 4995 66.48 L.F. 4995 (n S=0.50% 8" PVC 4985 4985 4990 4990 4980 3 4980 4985 _ .. 4985 (n 3 n (n w 3wU) 3wN w - CV (�pN p � ZQ 0) PC) 17 Q NrM00 04 _I oIl I �j - = = 000) - - �_ 0p00 CL 0II)N N0000re)C 00 0 � p) Cp00 't 0)4975 1 0) d 0) 0) o) 4975 4980 a 0) 0) 4980 0 o o LO 06 V) d o Oro It d coo o Lo 't 't LO <) r- o moo o cflW oo W oo (0o M +L K) u+� o +� o + � II = m O TST, INC. ) M oL = = 0 = 0 Z) wo = = CONSULTING ENGINE ERS o Z Z W Z Z O 0 Z Zo o 748 Whalers Way Q m > (nQ m > > Q > > (n Q � » > _ (n Q m > » g Q j Suite 200 Fort Collins (n I_ - (n t-- (n H - (n Z I- - L (n Z F- - - to t-- 4970 - (n U) � N� z Z N N W. Z Z _ �" N � z z Z 4970 4975 N" N E Z Z Z - (n (n E ? - 4975 Phone: 970.80525 0557 15+00 14+00 13+00 12+00 11+00 10+00 9+50 9+50 10+00 11+00 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' 50 0 50 100 DATE OCTOBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 72 of 224 N Z 0 U) z it o U) w > CI w SS—4A SS-04 w LOT 19 \ N U E. "�, YI LOT 20 I I I LOT 20 LC LOT LOT 21 5 \ \ 30, LOT 22 S W \ LOT 1 ! Wq)R kc&n l /l N LOT 19 I S / �Q' E LOT 2 \• L( \ �T } / DRAWN )T 23 S V� 5 8 �I �11 I I I LOT 3 LOT 28 TRACT M I o I I. BRB SSMH-26 (/� / 26• m I� LOT 18 CHECKED LOT 12 STA. 10+00 QF '�•£ a w I DAP 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 / l `� U,F �a N ;m \ a \ W S LOT 29 / / / I . cn. m r- DESIGNED TRACT M\ N s 1 \ �, -U-) S coll L - - - - w 0 LOT 17 �p — BRB �' - - - - - - — - - — - - — — - -\AN— — — � 1p / — — FILENAME • S ° q _ $• LC 0009 SANITARY T 30 »` • p - » 11 \ 15 61,' 15+00 SEWER 4 0 13+ 8 EWER. 12+00 p4 - 0 . g S � �wER 11+ o 11 • I " � \ - -sS 4- MoL A CAM vMM — —MM —M MM M - - M N / — • a LOT 24 S S .O N $ S Se $ S S S S Sf S \ LOT 31 I !q C S S $ �P•••••• Q�' pp. w W SSMH-46 d,� _ N °�^° ° LOT 41 �/ / r` / LOT 12 i*i�= SSMH \ SSMH-4C SSMH 4A STA. 11+92.46 — Q O 3 STA. 13+98.29 o STA. 11+10.91 n �, \ N LOT 40 LOT 32 / / LOT 14 LOT 16 �O��G G�S� • STA. 15+61.37 M a N�.i s SSMH-4AA LOT 25 LOT 26 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 36 LOT 37 STA. 11- 3.57 LOT 13 F. O• LOT 15 LOT 27 LOT 35 LOT 38 \ I Q !�� •�,�� • A .;� \ \. / LOT R IR R I �O S/•....•��G \ LOT 39 LOT 33 -- ------ ONAll- LOT 10 KEY MAP 0 R Ifs R IFS R I R IFR IR I IFI — • vJ NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT-OFF-WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT-OFF U. WALL SHALL EXTEND INTO THE NATIVE O MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. 0) 5010 5010 > Z m W J PROPOSED 5005 —GRADE 5005 5010 5010 (n i PROPOSED LU GRADE 5000 5000 _ 5005 5005 WLU _ _ Z \� O — — — EXISTING GRADE 2 163.07 L.F. EXISTING _ , GRADE —4995 5=0.7090 4995 5000 5000 8" PVC 287.38 L.F. — > � — 8" PVC 110.91 L.F. o _ S=0.7090 '� - 88.88 L.F. 8" PVC 3 °.-103.57 L.F• S=0.50% Q 4990 4990 4995 2 >z- S=0.50% 8" PVC 4995 co 8" PVC U tLO0 > CL d - w 0 4985 Q 4985 4990 4990 >- i0 Z— 4980 w _ _3 4980 4985 _ 3 3 4985 v W� - - 3 w W 3 �- W�� - 3 W J O zv (0 zUU 0 zzf - zz0 zzCO CV O CO (0 (0 — to `t Z m r- CC) - (0 (0 10 00 00 M O Q 00 c0 M 00 00 CV m m V) er 40) SONC4 C4 CA �` .-00CY) � O � � (0n 0) O . >�` N � 04 O COI�OIn n O o0t0(00) 4975 a0 M n 't ao N rn rn ao rn °' rn rn d- o a rn rn 4975 4980 1 00 Cn 0) �(6 rn rn 4980 .= 00 d- It 't rri d- d- C0 0 0 Ki d- It � o It � co d- d- co 00 II 00 II 00 II 00 II 00 II aM0 II mN0 II +LO m + � a II +� a II N o +� u u + � II n ,a� +0 [1 u +0 � TST, INC. 1 II0 1 IIZZ � 1 IIZZ � 1 o � 11ZZ � 1 oIIZZO 1 IIZZO 1 � 110 CONSULTING48WhaIerNGVNoEERS 2 2 2 2 — 2 = 2 Y NH � > � H� » > Nla— � ; > Z < >: > � �� » > � �� » > � � � Suite 200 Fort Collins (n (n En in Z NNwZZ Z NvNFEZZ Z NN, ZZ Z � (n Z N (nZEZ Colorado 80525 4970 - 4970 4975 4975 Phone: 970.226.0557 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 9+50 10+00 11+00 12+00 12+50 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' 50 0 50 100 DATE OCTOBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 73 of 224 N Z 0 D- z it o U) w > CI w SS-48 w SS—4C Q 0 m 0 1 30' ELCO LOT 16 WATER ESMT I fag� DRAWN BRB (n LOT 15 LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 /v e / / -.k CHECKED DAP y0T 23 J / LOT 38 co l LOT 14 ' DESIGNED co sr � 3/ / / B R B 5' LOT 4 S cwf S S W _S S W _S to U.E. LOT 13 - — FILENAME s4 ss 4c° 10 SSMH 4A F AME 11 86 11+0 8" EWE 10 00 fn - SEWE s 0009 SANITARY STA. 10+00 SSMH-4AA ♦ o � SSMH-4CA LOT 3 — — — I STA. 10+00 ' STA. 10+63.88 S S S cn P00 LlC .••••. w I Q LOT 39 LOT 41 f` v •' � SSMH-46A t�i o"� TRACT M N LOT 27 U • �� '�� STA. 11+86.41 Q�3' "Q �/� _ OT 4C LOT 42 PQQ �G LOT 12 I LL! v> o LOT 1 w Q�� LOT 24 q J I LOT 1 I N 0'� •.•• S�ONAL ECG ` . _ KEY MAP N . T. S. NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT—OFF—WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT—OFF U. WALL SHALL EXTEND INTO THE NATIVE O MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. 0) Q Q Z m J D W 5010 5010 5010 5010 (n PROPOSED W GRADE 5005 5005 5005 GRADE PROPOSED 5005 W F Z 0 5000 5000 5000 5000 Q U rn � cD 0 00/_ EXISTING._ 186.41 L.F. GRADE S=0,507. > EXISTING- 4995 8" PVC 00 z 4995 4995 GRADE 4995 (n ILA 4990 4990 4990 4990 4985 3 4985 4985 - w w 4985 w 3 w to - z to zz " zU) % 0 r- - LO a °' °' °' L ori ri rn wo 0) S oo o 0)� °' rn4980 't $o rn OR 4980 00 o II d oodo Qo COo o II = r. II j It + = }� _ +�O O = zz CONSULTING ENGINEERS O z O 748 Whalers Way Q Q > > Q Q > > Suite 200 Fort Collins En Colorado216 � (nN— zzz4975 4975 NNFEz U) N 4975 Phone: 0. 26 05574975525 12+50 12+00 11+00 10+00 9+50 11+00 10+00 9+50 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' 50 0 50 100 DATE OCTOBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 74 of 224 , k E g. I SS- o • ° •, e E , 5 21�I \ cn a_ 0 r � Cn w > o \ LOT 41 LOT 36 �` F w LOT 40 LOT 39 A T LOT 38 LOT 37 E a LOT 35 \. LOT 42 '� SSMH-5D SSMH-5C i STA. 15+73.51 \ •�m ` . � ° � STA.�13+17.14 W I LOT 4347 - - \ // 14+00 3EWER LOT 34 \ ~ \LOT 44 / 1 o a° \ SSMH-5A P ° , x 12+60 5 SSMH-5B \ LOT 33 \ m F, \ SS'o / STA. 12+92.02 o LOT 5 LOT 6 LOT 7 m S \ \ F DRAWN ° m n \ • i / \ \✓, a / LOT 4 LOT 9 �! \ LOT 32 a BRB I IFR R I \ �\ • /.. \ CHECKED SOT 3 \ ` \ DAP \ s LOT 10 `\ DESIGNED LOT 1 \\ \\ LOT 2 \ ® 11 / ?� s� \ /, 2� BRB O LOT 1 : , Q,�J�' \ S� '.0 \` ti FILENAME / \ LOT 2 LOT 31 ��� \ 0009_SANITARY / 00 �•.. . ._ . , LOT 12 ° SSMH-3G_oT 3 STA. 10+00 / \\ ti I \ \ SSMH-5H STA. 21+52.26 �.•'••RE•• �- � / 5'O�// \ `/° Q� \ \' .'L• .\ LOT 30 \ SSMH-5E \ \ G PQ S�c� \ \ \ STA. 18+45.81 �� G0� : cc LOT 32 \ \ \ TR B \ � S / \ I \ SSMH-5G \ LOT 13 \ ' I STA. 21+06.26 � � • •'� LOT 29 �, •....• •�C9 / 's LOT 31 \ �° \ t` L \ GO LOT 14 n . KEY MAP fr LOT , N . T. S. \ 5 LOT 28 ly W. TRACT H • x NOTES \ Pe LOT 30 \ .;:..' / \ p F LOT 16 /. \ / O +► F` o \ 5 \ p \ \ 4 / / / \\' �,1° s\ \ ,. ' y 1. REFER TO COVER SHEETS FOR LEGEND AND ti ADDITIONAL NOTES. LOT 17 / LOT 27 \ '� 2. DUE TO GROUNDWATER, CUT-OFF WALLS • . LOT 29 / / AROUND THE PIPE USING CONCRETE OR LOT 18 /y/. a °� • �, LOT SSMH-5F / ti�/ e \ BARRIER MATERIAL AT A MINIMUM DISTANCE M LOT 28 /, P / LOT 10 OF EVERY THREE HUNDRED FEET (300 ) (n ,. • °. •• STA. 19+77.26 r ° LOT 19 55 / LOT 25 \ ALONG THE LENGTH OF THE PIPE IS REQUIRED. W LOT 27 \` / / ss GROUNDWATER CUT-OFF-WALLS SHALL BE \ J / \ `s CONSTRUCTED WITHIN FIVE FEET (5') S LOT 26 \ \ 5 / / ° LOT 24 " \ F UPSTREAM OF EVERY MANHOLE. THE CUT-OFFU. LOT 25 r, - \ / \� WALL SHALL EXTEND INTO THE NATIVE O LOT 24 ' - \ i\ \ LOT 20 �! // LOT 23 \ \ \ \ y MATERIAL A MINIMUM OF 12 INCHES (12") AND �': \ / ' \ \ EXTEND AROUND THE FULL CIRCUMFERENCE OF Z LOT 23 R '' \\ \ \ \ \ \ \ THE PIPE AT A MINIMUM AND HAVE A MINIMUM O a. \ � ' \ LOT \ ' " WIDTH OF TWELVE INCHES (12 ). SEE SHEET 208 FOR DETAILS. (n ad 5015 5015 Q Z m J D W Cn � 5010 5010 Q Q = W > Q W 5005 PROPOSED - 5005 GRADE - - N - O U _ > U _ > o >a 4 EXISTING - a_ o a' rn GRADE- \ - Of � ~ � 5000 5000 � �-¢ a - - - - - - - 3 u - - - - > �- - - - 46.00 L.F. - - - - - o I I aoz - - -- - U � � o - - ioz ao SM0.40% z � _ > 'r? o - o 0 8 PVC — - _ o Q z 0- 6 w0 - - - - i - 32.02 L.F. L 25.13 L.F. 3 �� \ - - o 4995 S=0.22% . � " S=0.22% z " - > _ 12 PVC co - 129.00 L.F. N z 4995 12 PVC 00 z- - 131.45 L.F. oc,co It - -- - - 272.30 L.F. S=0.22% ii - 256.37 L.F. S=0.22% - S=0.22% 12" PVC 260.00 L.F. (o > S=0.22% 12" PVC 12" PVC S=0.22% z - 12" PVC - - -_ 4990 12" PVC - - 4990 04 - ui 4985 O1 4985 OD C4 4980 ^^W W W ^^ 3 3 — ^^W N 4980 TST, INC. � Z Z `� ^ 3 v Z v W v J - W W W 3 _ 3 i v CONSULTING ENGINEERS �.� M v ^ v M �O 0 w 0) �� ��^ 00 748 Whalers Way Z M r7 O O 000 n O � O 0 `- Z p) O 00 N o0 M 0 n 00 N Z Suite 200 Fort Collins Q N M 00 0 00 N 0 00 - N O Q 0 tq O ^ N O .= Colorado 80525 ae No�O GNiCD & 00) o) � oNg0) �N � d, �� � d0- �O � 0) It N�� N� 04 04 � tN '_ � Phone: 970.226.0557 4975 o a rn rn 00 4 00 rn °� �i 00 rn O a rn rn a0 rn rn ao rn 0) � o� ood �r II � oo � II � 0)od II U �oo II ^0 II cco 0 � � d- �� � � �tco � �r �r � Ljao JOB N0. o + II II E- Q co o m +O II �n ♦'� II ~ o +O II F- w a y II II �- �+- +o II II o +O II II = +o i- 1230.0009.00 M w o`nz z D tO 04 II D + � � z I II z 0 + � � z + W �� z z I� O�z z + N� z z O tiN � O SCALE H: 1"=50' V: 1"=5' I Z p II - 0 = II - 0 a II - - 0 II - - 0 II - - o - = II _ - II - = 2 _ _ - = 2 U) N Q � > > > Q a � > > U) > a � > > N a�> > > � Q�> > > Q � > > > - U - DATE (n Z H - > > 0 H - to U)�? z In H - cn Z F-- fn l-- ( � - Z 0 50 100 4970 cnc. tn� zz z z z � V) Wz z N (nXz z Fr z Cn (nZEzz z -_ (nN � zz z - cncnw- 4970 50 OCTOBER 2024 (n (n w- - -I 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+50 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 75 of 224 N SS—5B Z 0 Cn a_ z x 0 0 SS-5A o w w Q 0 w LOT 7 LOT 6 LOT 3 LOT 2 1: w p,,p'� LOT 6 m LOT 5 LOT 4 LOT 1 I f o LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 .•- I O O 2 Ld 0 fn DRAWN � I LOT 27 LOT 26 LOT 25 LOT 24 LOT 23 LOT 22 LOT w i�i SSMH — 5BB wLd _ BRB I I `1 STMH-5A6 -S - W W- - W W < STA. 14+28.31 o CHECKED 5' 1 I STA. 13+07.88 �. IN - b w �w w I n 3 U.E. - - - - - W -M3- - - W - -I � - W - S- - - S -W - S- - - S W 5- - - - - DAP o - - - - - m _ _ N M `—` —°12+ 0 — $" SEWER �13 00— 14+00 SS-4B — - - L S 'W S — — S W S - -SWW S - - I �" -- - - - - - R BRB ° - 15+00 S>8 E R• d FILENAME e • � p .o 9 q.� ' o .. a Il • .. 11 �10 00 11+00 . 8 S WERO 1 rot,f — — — — — —,A' 5A — — N S M M S — N1 S — S M — S — S M S —� S S— S S M S — S M M°oS S M S S M' S 0009_SANITARY NI S TA-1- M S M S M M + SSMH-5BA I p Ln w SSMH-58C STA. 11+42.50 m SSMH-5E _ � I ' z STA. 18+20.50 �PpO L/ SSMH 5AA LOT �•••'•RE••c p\. ' 00 r LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 181 1'' 1 I Q�O� G�O� STA. 10+00 STA. 12+63 n° LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 V . LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 =n vNi 1,w1 z n^1 C\p P\JScnl '��• 1° 5� w O GO U.E. NI I IFI R IR R I R IFK R e I IR R IFR R IR R IFR R IRR P " -- — • . . a °I . 71 -. .. a -� KEY MAP ONA� �. WV.L- 0 STA. 10+ 0 I I I I 0til- I I I N . T. S. IV E _ `e NOTES i ..i V. i \M N I I \I\\IV I I � \M N II - I 'I, ~I \I\II \•M NI I °\M N I°I \•M N I I I .�' � '. tjkr 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT-OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT—OFF—WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT—OFF U. WALL SHALL EXTEND INTO THE NATIVE O MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. (n 5015 5015 5015 5015 > Z m W J a. 5010 5010 5010 - 5010 (n PROPOSED PROPOSED Q = W GRADE GRADE 5005 5005 5005 5005 Q Lu < Lu Z ci EXISTING O > "� v - 0 GRADE a 0 — 44.88 L.F. 0- N - L 5000 a � - S=0.40% 0 5000 5000 - II r - - - -- - - - - - - - - -- - - - - - _ - - - _ - - 5000 Q - 8" PVC - - - - - - - - - - - - - - - > - °- - - ' 0 00z -263.00 L.F.- - - - - _- - - - HLO - - - - S=0.40% 392.19 L.F. —EXISTING " - II S=0.40% GRADE 8 PVC 0 z 285.81 L.F. 8" PVC Q 4995 4995 4995 - - 142.50 L.F. S=0.40% 4995 (n S=0.40% - 8" PVC 8" PVC - 4990 4990 4990 4990 4985 3 _ 4985 4985 3 3 4985 ww� w� - w3� -i w3 � wZ O w0) �m M ��00 o vvo)_ v ►e) o = 00 0) 2 N _ - co - 1*Z O O � - N 00 Z C) M - M Q O Lq O - L N t- N Q d' M N - - 00 11") 1.6 M � d' 0) O 0) 00 O n 0) rt m CV � 0) - r 00 M O a O W O 4980 o 0- o 0) 0) `t °� a. 0) _ 1* 0o N 4980 4980 � 0) 0) -coo a u)b 0) 0) -_ m ''� . 0) ,r�ao 4980 O QM .d- LON UNO II co 00 00) � II Q �o `t II moo II d 00) 1* 1* II O C! II m0ood' II aco � 0LO II ? Mo +� li III I � � II ? � � Q + u Q + o TST, INC. 0 ♦ II II N ? M _ _ L CONSULTING ENGINEERS W .- Z Z I W •- zz � I � z �- I � zz I - � z I O = II O - = II _ II O = 0 II - - O - _ II - O _ II 748 Whalers Way m � Q�» ) � Q � > ; Q � j � Q � > j � N Q�> j � _ � Q � > j = � Q� � Suite 200 Fort Collins NZ 1-_ - NH- I- - NH - NZ H- (nH - NH - NvN�ZZ Z NN� Z Z NN� Z U) Z u)c:, cn Z cn (n Z - U) NwZ Colorado 80525 4975 4975 4975 - - 4975 Phone: 970.226.0557 9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 Jos No. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' 50 0 50 100 DATE OCTOBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 76 of 224 N SS-5E SS-5C Z 0 (n a_ z it 0 0 U w w w Q 0 _ I I DRAWN BRB CHECKED LOT 7 LOT 6 DAP LOT 8 LOT 5 DESIGNED 04 BRB 10 + L S W W S - — — — ILEN CV , _ SSMH-5EA 0009_SANITARY 10+32 0 1 +oo — — - SSMH-5G w STA. 14+05 6 CO 8" SEWE STA. 10+00 a F1.INTHILLDR — - - - - - - - - - - - - - SS-5C �� SS-5E w 10 00 a 11+00 12" SEWER 12+00 — 13+00 1�14+05 SSMH-5CA _ N — — — — — J �• Q�G GAG • Q . P 1 ,4 STA. 10+32 S M M S _ 26' A.E., SSMH-5BA I— I h. — "I LLI G D.E., & U.E. I 2� I QF'��0 O� 0• <v�u STA. 10+00 k. LOT 11 LOT 12 0 LOT 8 wl ONAL Ld KEY MAP LOT 10 U) U.E. N . T. S. - - NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. DUE TO GROUNDWATER, CUT—OFF WALLS AROUND THE PIPE USING CONCRETE OR BARRIER MATERIAL AT A MINIMUM DISTANCE OF EVERY THREE HUNDRED FEET (300') (n ALONG THE LENGTH OF THE PIPE IS REQUIRED. W GROUNDWATER CUT-OFF-WALLS SHALL BE J CONSTRUCTED WITHIN FIVE FEET (5') UPSTREAM OF EVERY MANHOLE. THE CUT-OFF U. WALL SHALL EXTEND INTO THE NATIVE O MATERIAL A MINIMUM OF 12 INCHES (12") AND EXTEND AROUND THE FULL CIRCUMFERENCE OF Z THE PIPE AT A MINIMUM AND HAVE A MINIMUM O WIDTH OF TWELVE INCHES (12"). SEE SHEET 208 FOR DETAILS. 0) 5015 5015 5015 5015 > Z 43S - 0 o Q PROPOSED L PROPOSED D 5010 AG RADE 5010 5010 GRADE 5010 Q W 5005 5005 5005 — — — — _ 5005 WLU EXISTING z 32.00 L.F. J=GRADE O S=0.50% EXISTING 8" PVC _ GRADE 5000 5000 5000 — 5000 Q Lo F_ 00z Z 4995 4995 4995 405.00 L.F. 4995 S=0.22% CIO 12" PVC 4990 4990 4990 4990 4985 — 4985 4985 4985 v J W3 (n iWv O O (n CA �� co O 0) � M NO CD � 0) � 0) � t� � � CA 00 N O 4980 1* 00 co a O 0 rn d- 4980 4980 00 c . 0) 0) 00 4980 QMT II Q W 0T- II 00 II Qoa n o +C m o +O II II 0 +0 II II w +0H TST, INC. LO O to O _ � O O Z Z 1 CONSULTING ENGINEERS 0 1 II Z Z 0 = II — — 0 = m (n > g II 0 748 Whalers Way Q Q > Q > > M Q > Suite 200 Fort Collins N ~—Z (0 Z F- - Z Z Z (7 ~— Z Z Z N ~ — Z Colorado 80525 4975 - N N F— N,7 N w — — — 4975 4975 N U)W — — — N N — - 4975 Phone: 970.226.0557 11+50 11+00 10+00 9+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' 50 0 50 100 DATE OCTOBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 77 of 224 N ST-01 Z o ST-1 A o ir, w \ w FES-1A I \ 10+00 STMH-1 A 4 \ \ I \ \ r \ o i STA. 10+60.95 sT-1D STMH-1B TA. 10+83.79 ST INLET-1A (2xTYPE 13 COMBO) \ I p \ �I m STA. 11+08.44 - - - - - D RAWN p , 10 STMH-1D " BRB STMH-1 C STA. 13+08.86 ,�Q F STMH-1 E °�° 1° CHECKED STA. 11+37.44 STA. 14+72.75 �� 7.° •� `- � --� � \ � DAP sT-o1 INLET-1 AA (TYPE 13 COMBO) 1 INLET-1 AB (2xTYPE 13 COMBO) DESIGNED 12+00 54" STORM 1 + 48" STORM 14+00 / � ° � / � STA. 10+00 s% STA. 10+48.70 BRB jsXO � FILENAME 0 18" STO M — - - — 1 1t °: � ! F NAME FES 10+ s i \ I 0009 STORM P&P v� T 05 6+ 3 1 . STMH-1 STA. 10+30.95 _ _ - �PDO L�C I I � s�o o� ::• - c.> • � �0 .gyp S S W S S ` W S S S�ONAL E� S = - _ _ -_ _ _ _ STMH-1F \,� KEY MAP ° I S STA. 16+15.93 I • °. i NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. _ 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS Z WITH VALLEY GRATES UNLESS OTHERWISE NOTED. CIO 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. _ CO LL O cr ma In W 06 D CO 5010 5010 5010 5010 Q Z 24.65 L.F. - 5=0.30% EXISTING �+ � PROPOSED 43"X68"RCP 29.00 L.F. GRADE GRADE > a. 0. (PUBLIC) 4 3 .30%X68" 100-YEAR HGL = 100-YEAR Q 43 X68 RCP 30.95 L.F. PROPOSED S=0.50% EXISTING:- 22.84 L.F. HGL 5005 - GRADE (PUBLIC) GRADE 77.12 L.F. 5005 5005 18" RCP 5005 S=0.30% 60.95 L.F. 48"X76"RCP � S=0.25% PUBLIC 17.75 L.F. Z 48" RCP ( ) S=0.50% cr S=0.30% (PRIVATE) O 48"X76"RCP- PUBLIC(PRIVATE) 18" RCP O (PRIVATE) ) 5000 - - - - - - - - - - - - 5000 5000 5000 163.89 L.F. - - -143.18 L.F.- - - 171.42 L.F. S=0.25% - - - S=0.30% S=0.25% 54" RCP 48" RCP 48" RCP (PUBLIC) (PUBLIC) (PUBLIC) 4995 4995 4995 4995 0 100, o a o O O^ 0 J J J m 4990 Y _ m Z _ Z 4990 4990 m _ Z _ 0 4990 0 3 3 z c� 3- 0 ^3 � ,� n ^v 3 can � w � v-v � vvd- r Ov v v r3 C � 0) o � M N J rrn CD o v- T- r- LB ^-W C a0 r _ N o� nw - 0) 3C CO0 W 0 0 - 160) C 0) 0) 0 � o amamd � C11- 0) 9 Lo CO � e00) to pjrn Orn t^ rn N0) � _� 't00 � (0rn u� �CRrn � p `n pj(0 °' °' °' 't N 1- 04 Qr�I r = a - N aII = Q I 4985 U a OII CO O¢ dCd Cd 0d)4985 ' rn 0) O 4985 -- II HO 4985 o4-C 0N 10 ,,jC, CO a00-00 a0d CVLO � O4 z o O - 0 0 � 004 II am cfl o r7 Q r) Q0+dQ + m + +o II � - 0 +0 I + +0 l + 0 + +C:) o +0 +0� � m 0 �O o Qu) - = -r0ll ? Z Z O ZZO O _ IIZ = — _ IIZ — Q> » > Z : > >• Qm » > Z a » > > > > > U) Q> W --0; » > �W na � a�> u-Z Z Nm � Z � ZZ N NFrZ Z Z NNFrZ Z Z cn NiRZ Z N NrZ Z Z Z NFrZ Z (ninFrZ Z in U) N inFrZ Z Z Z -Z C4980 � 4980 4980 80 - 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 9+50 10+00 11+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 78 of 224 VERT: 1"=5' N Z 0 Cn z x ST-1D o 0 ST-1B o w ST-1C w Q 0 DRAWN BRB LID #1 REFER TO o S' SHEET 212 FOR ,,:-•.ry. CHECKED \ LID SYSTEM `�\ STMH-1A ~ � DAP • e , INLET-1 BA (TYPE 13 COMBO) DETAIL :;•r .' \ STA. 10+69 #5 DESIGNED STA. 10+00 STMH-1C STA. 10+19.90 STMH-18 `'ST BRB STA. 10+00 STA. 10+00 B I 1 0 FILENAME ST-1 ST-1 C c 1 ° o sT-1C 0009_STORM P&P p0 L/c I \; CONNECT TO LID#1 ° LID #1 REFER TO -E �P LID SYSTEM STA. 10+13.23 - SHEET 212 FOR �.•'••RE•• p�1P\' p\� • 4 • P r>• � STORM - I 18" /.. f• ,\, � � DETAIL • / ::�, � \Q.• ,`i � ,m STO 54" R All KEY MAP AI_ N . T. S. NOTES Z 1. ALL STREET INLETS ARE CDOT TYPE 13 Z COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. CIO 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. CO LL cr ma 0. m W 06 5010 5010 5010 5010 _ 5010 5010 Q Z �- - T=fi Q 100-YEAR Q = J HGL > 5005 PROPOSED- 5005 5005 100-YEAR 5005 5005 5005 Q GRADE HGL PROPOSED 19.90 L.F. PROPOSED 100-YEAR HGL GRADE Z S=0.50% GRADE EXISTING Ocr EXISTING 18" RCP EXISTING - GRADE O GRADE (PUBLIC) GRADE 5000 5000 5000 1 5000 5000 — 5 F. 69.75 L.F. 5000 13.23 L. S=0.06% S=0.20% 18" RCP 18" RCP (PRIVATE) (PRIVATE) 4995 4995 4995 4995 4995 4995 0 loo- J _ J O O 4990 Z O i 0 ^- 4990 4990 4990 4990 Z ^ 4990 iZ 3 z v U 0 ^^ O v- w..`. J ��d. 0 z to J emu ^ M `ir O 3 NMI L6Lo Y) C3 _ 3 o0to o0) 0) � 0M � _ A'e (qO)Uj d dam' Zi MO 00— 00CD G)11) Op 4985 rn rn " 0 0 4985 4985 rn �O N ui 4985 4985 co 0 rn ^ 4985 rn 0o 't � II a 0) II - CD00 II II 12 vi� rn 000� � II � cow. Uo� II II m ++0 � mo+� II � .. -H +d- Q +III II J +1*- Lo OO -0O •' O O JO I � IIZZO O ZZO Q '' ll II Hm » > Jw la- J > la-� > >> 0 N (n Z Z Z U) U- Z Ny)FxZ Z Z _V (nz FN N�Z Z Z O �z 4980 4980 4980 4980 9+50 10+00 10+50 9+50 10+00 10+50 9+50 10+00 11+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 79 of 224 VERT: 1"=5' N Z 0 I= z it o ST-02 Un o w Q \ 1 I I cn FES-2A _ \\ \\ 1 STA. 10+00 INLET-2A 2xTYPE 13 COMBO to - — —. - I -1 m STA. 10+62.76 > w \ - I cn T a sT=2c o NI o - �I I ALLY 0 sT STMH-2A DRAWN -02 ® STA. 10+84.30 ¢ S �_, - - - - _ - - - 3 BRB a, x cn M S l s- .� CHECKED 3 E ED Q STOR ST-2A. N STMHN - '; ® = INLET-28 (3xTYPE 13) I DAP t - - - - - - - - - — - -- - - - - - — - - - - - - - - - - - - - $O I — — — — — — — - DESIGNED STA. 20+11. 0 � J — - T N ® 20+00 BRB - I STMH 2E aA N ;o I' N W, N e, VJ N I >e s .• v - °. _ FILENAME STA. 13+96.47 x N E - E �i `� E 0009_STORM P&P # ST-02uf ST-02 -� ST-02 � I — — — — 0�0 13+00-�'36" STOR _ 1 +00 - • 15+00 FW 00- \ 24" STORWf _17+00 18+00 `19+00 N TIMBERLINE RD TMH-2H STMH-21 •.••••. Ld STMH-2D E , - TA. 12+77.21 a -- _ > . - STMH 2G Q, STMH 26 - - =STA. 15+92.25 G S� ° TA. 11+39.71 - - - - - - - - - - - - - - - - - - _ - - - - - - - STA. 14+86.12 - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - �GO� p y 0 �•� <v J • S S _ _ SZONAL ECG - - Q - I KEY MAP T, v'1 — Q 1 ` NI - - 1 ¢: 7 = z N . T. S. NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. CIO 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. cn LL 5015 5015 > 0_".�_o: 0 W 06 5010 5010 Q Z 100-YEAR HGL S=1. L.F. = Q S=1.50% J PROPOSED 18" RCP 21.54 L.F. 55.41 L.F. 58.41 L.F. GRADE - 5005 "S=0.20% S=0.20% = S=1.50% ji HGL H Li L (PRIVATE) 5005 Q 62.76 L.F.— 53 X83 RCP 53"X83"RCP 43"X68"RCP — — S=0.20%- (PUBLIC) (PUBLIC) (PUIBLIC) G HGL � 53"X83"RCP RGL —HGL HGL (PUBLIC) =_ - _ cL 0 O H L HG - GL - 122.50 L.F. 5000 L - - 248.96 L.F. S=0.50% 5000 - - 106.13 L.F. —— —— > — 89.66 L.F. S=p,50% — 24" RCP — a (PUBLIC) S=0.50% — > (PUBLIC) 30" RCP 0 119.25 L'F' 30" RCP - N EXISTING a 1.5p% (PUBLIC) ~o rn GRADE - a- (PUBLIC) - S= - (PUBLIC) z II 4995 79.09 L.F. Q 36" RCP � o 0 S_1,50% Z m (PUBLIC) L0 o II Z z � - '�, ,� RCP 0 N u - m _ � z z >— O O p w 't — ^ z— �� 4990 v -, -' a- 3 - 3 Q u 3 `° 3 3 r. .. 4990 W W I WWI_ W ?iW W3 jv Wei W �� W �iW W N M W O Z (n O z II Z (n U) zz _ >- -Zzw ZZ Z ZZfn ZZ Z M � Z `. 00 Z z �� O -Z ���0 Goz- ��� � �� d' � O CD ��� N ��O � ^ T- O rn Y rn Y > O -Y O - W M U O 00 U - z O O -U L0 U) c0 to to d- � O IO d N N N CA t0 17 I, ^ W O 0 O 17CA 0) 0 0 - 00 0)0 000 � — �Or � to O OH 00 O n 00 � 00 0 � ^ O � 0 MO 00 c0 O J OMB In O J �O � CA -J NO0) 0) 0) O 1000) 0) 0) � 'e � � � O gNM0) O O A � r- O O O O _NN 0 O . F, O O O 4985 N HMO � Mf� O O � �00 O -� .-� 0 O O NN� O O O p � � rn O O � � O NNOO O O ONTO O � �0 rj mOMo `n 4985 OO .. CV � � II 3 d-� � II a'o `) d- II _3 o0o `r `r `r II ^o `r `r It II co (0* d- II OOo `r II II r- LO � � II �D `-o `O `O II � '`�C'0 II `- '- 10 II O O CO 0 00 M O n O ao O t0 , +O II H Q +I II II D m +i 11 II -c.> .} � II II II 0 + L0 I II II Ld C) I II w +0 11 � � 0 +0 II II II = +,ten 11 II +,� II � m +o � QO N O� N O O N N NN NM D N � NLo Z N00 � N0) N OLOD N � II � � IIzO = � IIZZO =I IIzz0 -=I � IlzzzO =I � IIzzzO = � IIzZ0 = � IIz00 =Irllzzz0 = � IIZZ0 -= � IIzO 1 0 Uj J Q > > Qom» > Qom » > - Q � ; > > Qom » > > Qom » > Q� > » Qom » > > Qom » > Q �> > J Q 4980 U_ Enz z t� z —Z _in FEZ Z Z N NEZ Z Z -Cn NEZ Z Z NNEz z z z NNXz z z NN� Z Z Z NN� z z z z NinFz z z V) z z in � z 4980 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 80 of 224 VERT: 1"=5 N Z O I= V) z x 0 u w LJ ST-2A ST-2C I I / I o 1 - ST-26 10 Y / r — 71 S 0 T- 2 C I el. °° \ .\ . ro — • I I 4 - - — M S —S — — S M S I 1 cn m S I S N _ I - I > m Q STMH-2C IL I 1 N I STA. 10+23 I TMH-2DV I DRAWN STM H-2A �I ( - - - _W S S I TA. 10+46.13 cn � BRB sr-o2 STA. 10+00 fi : INLET (2xTYPE 13 COMBO) INLET 2BA (2xTYPE 13 COMBO) INLET-2CA (3xTYPE 13) 1 o INLET-2C6 (2xTYPE 13) ` CHECKED STA. 10+38.02 sT-2B STA. 10+00 STA. 10+00 S M STA. 11+00.25 DAP ' ST-2A. INLET-2AA TYPE 13 COMBO I _ _ + 1 0 T 10+18 I 10+ 0 A ST-2C DESIGNED — — — — 2 STORM- —— — — — — I 18 ST RM�_ D BRB FILE NAME NAME - - M M s 0009_STORM P&P I • a I \ S S TORM S S M ST-02 l cn 24" SEWER TEA BR00- DR - � m H (1) _ 1 c.�` I I o ST-2B a . 10+ 0 1 R" CTC]R "STORMLi �ONA�E KEY MAP N . T. S. NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. CIO 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. CO LL cr ma 0. m W 06 5010 5010 5010 5010 5010 5010 D PROPOSED _ Q Z - t- - • ` GRADE �' 0 l a- = Q 23.00 L.F. 15.02 L.F. S=0.50% 46.13 L.F. 54.11 L.F. � J 18.00 L.F. S=0.50% 18" RCP S=0.50% S=0.50% 5005 100-YEAR HGL S=0.50% 5005 5005 18" RCP (PUBLIC) 5005 5005 18" RCP _18" RCP 5005 Q 24 RCP (PUBLIC) PROPOSED - (PRIVATE) (PRIVATE) PROPOSED �— (PUBLIC) EXISTING GRADE GRADE EXISTING GRADE GRADE O O 5000 5000 5000 5000 5000 100-YEAR HGL 5000 co 100-YEAR HGL EXISTING It 4995 4995 4995 4995 4995 GRADE 4995 U � O H c0 d r 0 r 0_ � J ^ m J j a m Z II 4990 Z -_ ^- 4990 4990 Y _0 �,CD v 4990 4990 a o z 3 4990 0 ^^3 O N -U ^^^!n -� � Z ^ N W S W Ld ( � � co M Z Z (n v M v=� NZZ �e� II v ZZN wd J v m —M m N 3 r7 W - - OMp LC) Q I W= ZW W co 00 7m o ao Lo l ) In aIon 0) Ki -w co 0) -� 0m0) rn co V_ V_ Co > 0)0) j - 0) j � eM 0) co � vi rnOC)O) — - 4985 pp O04985 C 0 0) NV) U' N0I) 4985 4985 N 04 4985 rn0 - II - = `-mIIZZ - N � = Q = 00 m M0 rnNo 0C4 04 m04 +o m Qo OQ + Q +0 m - o U +oo 0 U +oNO N 0N N0ILOCV 0m N 0m Cj0Lo CA0,o N T ZZZ , O0 U O wItW WQII �- W II Ham » > J �J � J �Jam - �m» » J H Jz J � � » » J N _j N N� Z Z Z Z N� Z Z in in CrxZ Z Z Z Z Cnu- Z N12Z En Z Z Z Z NuZ 4980 1 4980 4980 - 4980 4980 - - 4980 9+00 10+00 11+00 11+50 11+00 10+00 9+00 9+50 10+00 11+00 12+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 81 of 224 VERT: 1"=5' N Z 0 I-- z D_ 0 u w 0 ♦ w ST-21) ST-2E y / ,)' I S S S M o i I P I I ' LID #2 REFER I /wIj TO SHEET 213 S ' 1 I ` N� zw/ S� Q —2E FOR LID SYSTEM w DETAIL TORM \ISTA. 10+00 I STMH-2G ST-21) 10 0 I X-" V)I OUTFACE LID#2 �, T i F INLET-2EA (TYPE 13 COMBO) STA. 10+67.21 DRAWN m ` ,,. INLET-2EB 3xTYPE 13 COMBO) STA. 10+00 � h_ � .� STA. 10+38 � BRB CHECKED N I� 10+0 �� DAP O DESIGNED N r I i I J BRB f W S FILENAME 0009_STORM P&P LN sr-2c I - / / �; w NA �'. •4, ��� � / � � ,_ �PD...Lac I G • 18 S i 0 E KEY MAP NAB N . T. S. NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. CIO 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. co LL 5015 5015 > O 0 00 W 06 5010 23.00 L.F. 5010 D 15.00 L.F. S=0.50% Q Z S=0.50% - 18" RCP Q 18" RCP (PUBLIC) Q (PUBLIC) > J PROPOSED 5010 5010 5005 100-YEAR HGL 4 _GRADE 5005 Q `T—'lll v �v PROPOSED O 0 O GRADE 5005 7 100-YEAR HGL 5005 _ 5000 EXISTING- 5000 GRADE co EXISTING > `n _ GRADE rn 5000 5000 4995 w 4995 J 3 II > 67.21 L.F. o0 z S=0.50% o 18" RCP m o� 4995 w_(PRIVATE) 3 4995 4990 v w 3 m =Z— 4990 in N .. .-. O v zz M _ W3W .-. o -v 0) .Zi.Zi�N M _M 00 0 � 00 w NNN 0) � � 0) O ef' 0) 0) 0) W - 1* m 0 0 ¢� LO4990 to M 00 g o00 00 4985 00 � II - co 49850 o 0I� N } 0 J0 O� w +0 0 +0 +8 Np 0j0�Q O ?0 I z z z p �O II gg ~ II = ~ II IQ- J � FH � � > > J Q � � Q� � 11 J Q 1 4985 O cn w ? cn cn z z z 4985 4980 Z Na! z u N Fx z z z z z IL-2 z 4980 11+50 11+00 10+00 9+00 11+50 11+00 10+00 9+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet g2 of 224 VERT: 1"=5 N ST-2F Z 0 Cn a_ z x 0 0 ST-2G in o w o- ° ° ° ° NI 1 S-M -- S- - S — S - -S M S S j'` w I I°.°' I I .I •° I Q � I I 0 I I I INLET-2FA (2xTYPE 13 COMBO) STMH-2FA I II j II m N I STA. 13+76.85 STA. 10+90 w I - STMH-2H I•w - DRAWN STA. 10+00 ,� rl- ll BRB : ° e ° � •4 CHECKED DAP I - DESIGNED — -ST-2F- 11 00 I IN BRB 10 00 1 +o0 12+0o N INLET-2GA (3xTYPE 13 COMBO) FILENAME Y - - • - STA. 10+29.50 I F NAME TMH-2FB I v I - I - - 0009_STORM P&P 1- ` - A. 13+32 I I - V) T I I I ' o sT-2c STMH-02FA (nl -ALLEY STA. 1 +00 L I 1 � I• I � � I IB '• I I I-I I I — 18 STOR s M s 0`4•• RE Q�O�PG� 0� C, _ S�ONAI ECG\ KEY MAP- N . T. S. NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. CIO 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. CO LL cr ma 0. W 06 5015 5015 � Q 44.85 L.F. _ ZQ = J S=0.50% 18" R 5010 (PRIVATE)CP- 100-YEAR HGL PROPOSED 5010 5015 5015 Q GRADE O O HG- PROPOSED 5005 Mt——PIGt 5005 5010 GRADE 5010 I 100-YEAR HGL co 242.00 L.F. - _ S=0.50% _ S=0.50% 18" RCP _ a 18" RCP 90•00 L.F. PRIVATE 5000 _a o- — — — — (PUBLIC) S=1.00% 5000 5005 ( ) 5005 Of0 — — - - - — a_ CO- 24 RCP _ W LO Q EXISTING— ~o CO, (PUBLIC) ^ _ GRADE o_ � ^ m 00 z_ z II- m - - - Z j_ 4995 v 3 w z w �• 4995 5000 v w w — 5000 (n W N 3 N U o ^^N z _ -� 3 3 U W v t vv w 0 �.v Cp w N p 0 �� IR � — -Md CV tOM � M z1I � � CV O — A O O II ^ O O 0 O 4990 x Ln o — O 4 O ! 0) ''� o S N N T- O x o o Z j 0) fj '"j O �� Ill — (0 � o `� � °'o o $o >—z o �o o `� 4990 4995 ��.T- Z ( °' o o `� 4995 a �0i II -_ mM� `� II a�a�" II c0000�n �n u a Noo n Qoo1n �n II O +O EXISTING +O II II N pj� Z _ NMI II j NQ� II II = Now II II j N 0�� GRADE Np `n = _ o - = � IIZO `- ZZ0 —= '- IIZZ0 Fr = IIZZ0 Z N _jZ = � NEZ Z lnV) Z z z NN�z z z Z Niiz _ (NN�Z Z Z 4985 4985 4990 4990 15+00 14+00 13+00 12+00 11+00 10+00 9+50 11+50 11+00 10+00 9+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 83 of 224 VERT: 1"=5' N Z 0 Cn D_ z 0 ST-2H o w o- ST-21 ST-2J ILL r ' ST-21B IUL - b N Li - e1 .y yr rST DRAWN ° STMH 2B STA. 10+00 �o I CONNECT TO LID#2 a . . Q m BRB STA. 10+53.21 NECKED 0 53 SST-2H 10 00 I— I ° I ► ~ 4" S WER STMH-21A N N v / c DAP 18" SWR I N LID #2 REFER STA. 10+56.89- STMH-21A ; ' TO SHEET 213 STMH-2F ° ST-2I 10 — — _ ST 10+19.15 DESIGNED FOR LID SYSTEM I �p� STA. 10+00 - — — — — — — — — — — 18" STOR w8"STORM— — — — — — _ — _ BRB DETAIL ' 1p Op F'LE NAME 5� �2 V j. 0009 S NTORM P&P ► I e rLET­2JB TYPE 13 COMBO INLET-2JA (TYPE 13 COMBO STA. 10+38.29 STA. 10+00 p0 L/c Flo- - P.••• o��•' RE ST-2D I '� I I I W J GPQS�� KEY MAP /ONA\- N . T. S. NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. C0 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. CO LL Er ma 0. m W Cd 5005 5005 5005 5005 D 100-YEAR - CO Q Z PROPOSED HGL — — PROPOSED — GRADE 100-YEAR HGL GRADE _ PROPOSED PROPOSED 5010 5010 5000 GRADE 5000 5000 GRADE — 5000 Q 19.15 L.F. _ - 19.15 L.F.- ~ 2 PROPOSEDrl S=0.50% S=0.50% - Z Er GRADE 18" RCP 18" RCP - (PUBLIC) (PUBLIC) O O 5005 100-YEAR HGL 5005 4995 4995 - - 4995 _ = 4995 56.89 L.F. S-1.00% 24' RCP PROPOSED PUBLIC) 5000 _ GRADE 5000 4990 4990 4990 4990 U N > 53.21 L.F. G_ S=0.24% w 't o J � 18" RCP Q ii PRIVATE o > ,� ? 0 z -0 - 4995 ( ) 4995 4985 Z 00 Z 4985 m m 3 3 Y - 3 Y ,1 3 4985 m -^ Y _m ^ 4985 Ui vo zcwn " 0 v3iw` ov _z 0 3..� v J J fn W O) M O) O O c0 cp cD M � vv co -M ll ^ sor cdc co co' Wn 0 0 � (0 (0 4 o rn rn '* '* '* drnO mJ rn rn rn _ VL Orn CD arn�° rn 0) 0)d - i t° ' ,rn� rn rnrnd4990 rn o rnrnornrn NOD * �¢ o00 1rnH* .. 4980 4980 4-co o � .- c`'LID 0 � dl IIoIIr) ¢O m +o ¢ +o + +o +0 N0 N0 No ,� Oco Z Z Z NonZNO 0t :w II — pp p 1 0 ZZ � 0Z (n> >: >: fOz » _j nn U � ?4985 4985 4975 4975 wmg in wwZZZ -Z N 4975 4975 11+50 11+00 10+00 9+50 9+50 10+00 11+00 11+50 11+00 10+00 9+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 84 of 224 VERT: 1"=5' N Z 0 z 0 u w w \•. ° Q . a P , e ' F --- N tT / - - - - - - - S IN o 8 N o - - - / • U) QDRAWN STMH-3C \ STMH-3B z BRB �' I I STMH-3F STMH-3D STA. 13+08.90 STA. 11+41.84 CHECKED - _ _A o L , . - - - - �.-�--��-{ ' -r � d � DESIGNED DAP I �. . , STMH-31 STMH-3H BRB STA. 19+32.27 STA. 17+33.69 ALBROOK DR FILENAME 6 cn ITIM 0009_STORM P&P TEALBROOK DR _ _ - — — — — ST-03 ST-03 Ob x M 6 TOR RPA' STMH-3A 1s+oo 24" STORM 18+00 = 17+ oRM� 1s o �' - STA. 10+74.43 0 D L • , 18 STORM 42" STORM STMH-3G _ O�' RE STMH-3J STA.d16+90.05 STMH-3E STA. 19+52.02 STA. 15+70.43 : .Cc FES-3A / C� S ••...••'�G STA. 10+00 KEY MAP- N . T. S. NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. CIO 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. CO LL cr ma 0. m W Cd 5010 5010 D 0) Q Z Q 48.65 L.F. S=0 Q = J 2 L.F. S=0.30% .30% 66" RCP Q 5005 48" RCP (PUBLIC) 5005 S=0 30% 43.64 L.F. (PUBLIC) —PROPOSED 18" RCP S=0.30% GRADE 100—YEAR HGL EX GRADE z (PUBLIC) 42" RCP _ O O (PUBLIC)_ 5000 SOOO H L HGL HGL HGL G , - HL - - - - - - - - HL H 99.00 L.F. _ 212.88 L.F. 167.06 L.F. S=0.30% :::T S=0.30% S=0.30% 67.41 L.F. 74.43 L.F.48" RCP 66" RCP " " S=0.30% 4995 4995 (PUBLIC) (PUBLIC) 58 x91 RCP 58"x91" RCP S=0.30% (PUBLIC) (PUBLIC) 58 x91 RCP 198.58 L.F. (PUBLIC) o S=0.30% -o 0 24" RCP -J 4990 z - z ^ (PUBLIC) -z z - -.. ^ - ^ 4990 vo - 0 3wv -O � 3w .. O 3w .. �. 3wv 33w .. 3w � _ w33 � 3 � (nz 0 ZZ -� z (nz ZZ z zZ zNz zZ > � zZ (n z II OII Q ^ II d' d' z � ` d Ncow On °0 000 N r- n I- NN MM CD PMCo N 0000 aoM 3 NNN � �- 00 4 r, In i\ � M tONN CC CA N 'tN 04 N CV 0 . . . 0 0 r) � . 0 M C0) ¢ 0) C0)C N I� f� 0 �s0V C t C 0 cD 0 O 0 0CY) C � 0) N000 SN0 COOC) ) O 0) 0 d" � -> 0pC rnrn o00 4985 A . C C O00) co 00� rn 49850 ' �NN n 0 - II -� II 0) 4 d t 000 - oo 0dd 0_ et eh Oo No oo 0LO M0 - ,4j0 Cno ,O mqt '0 0 �+o11 F +C) +oit II II { o 11 II w +o 11 -w +o o + o c) +0 a - o + 0 o to to (D Lo to -M o Lo ,� Lo + V) OLo0 V � M 7 _ � IIZZO - _ � IIzz0 = � Ilzzz0 = � IIzz0 = � IIz0 -= � IIzz0 = � Ilzz9O = � IIzzO = � IlzzzO 2 � II ? 0 � � II Qom » > _- Qom » > - a� » > > ate » > F-F— >= ate» > a � » > > ate » > Q � » > > aam > > Na> - zzz - zzz - z z z z - zzz � � — z z '--zzz — z z z z — zzz — zz z z — z zNz 4980 cn (no:- - _ cn cno' - - _ =cn cn�_ - - _ cn cn � - - — cncn�_ _ -cncn�- - _ cncn �_ - - _ cn (n � _ _ _ cn (no i _ cncn � _ _ 4980 20+50 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 85 of 224 VERT: 1"=5 N Z O V) z x o u w LJ o- \ i _ 1 > J S S S -5 S, Ali S S S S S S S - - - - 0_�Val C'T A Y f y /• e - - — -S - s S s— S — S s —S S7V — S 6 -3A m o DRAWN BRB 1 I R R - Y I R CHECKE D 11 T- I I I I STMH-3AC DAP ,�� - - STA. 15+51.50 1- DESIGNED STMH-3C i ( z INLET-, AB (2XTYPE 13 COMBO) STA. 10+00 STMH-3AA TA. 15+61.50 BRB I I INLET-3AA (2xTYPE 13 COMBO) J � STA. 13+44.63 0 STA. 15+41.50 w INLET TYPE C) FILENAME NTA. 15+87.67 0009_STORM P&P ST-3A 1 � ST-3A ST-3A I 1 11+0 I 5 STORM + + 54 STORM 14+00 15+00 48 T PQO L/C '. � I II � ° 4 ST M O��• RE ��p\, �\� �, STMH-3AB I �' I c>• � �?= STA. 14+65.70 011 m - - - - S S - S S S S- S - - FN�S S, I S S�ONA�_ - - __ _ - - - — -- .,e .. KEY MAP LLY I- IrL77 s s S S � s s S s �s s1 s NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. co 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. O cr ma 0. m W oil 5010 5010 _ Q Z 10.00 L.F. Q = Q PR0P0SED S=0.50% 0 '4-rn GRADE - > _ 24" RCP 5005 0 o; 10.00 L.F. (PUBLIC) 5005 Q rn o rn 26.17 L.F. EXISTING m -t S=0.30% GRADE Q li i 100-YEAR HGL " -S=0.50% o li - 48 RCP 24" RCP Z cr > O Z z Z _ (PUBLIC) (PRIVATE) O 5000 L GL r�GL - 5000 - - co 121.06 L.F. 75.80 L.F. 344.63 L.F. — — — _ S=0.30% S=0.30% S=0.30% 54" RCP - — — — 48" RCP 4995 54" RCP (PRIVATE) (PRIVATE) 4995 (PRIVATE) o 0 m 0 m z 4990 C Y 3w N � 00 w3 w N? M w� o ww3 ^ Cn 4990 ZZv o_ o ZZ `� z z '� Cnzz zv v �z Urn -H0 �� O uN �w00 - �-'M ^ t0 r� M o m o cD O N M aW lA 3 00 00 OD tQ tWM 0) 0) N � 00 1 mo r) 't't L0 � � in � � coW q*00NN zo II OO - C) O)4985 rn rn Q Z r� mri 0) 0N4 rn rn x rn CID �rn (on) rn °' x o rn �. rn is . 0) Q, d- II z � c� `nrn rn d- (0 . % , � :� �' � 'nNrn rn `� -�L?r,w � ..0N� 4985 0 r_1' n to oII �- - 0 oo II 0 W o 000 o Il - - - m M + M � � MU � � M �aQM �� II II �moo II II v �O � > Op00 > � LzZ0 1z0 -z00 -� z0 w 11 1 - zzz0 1 z0 p O _ - > _ H�II ~ II FW" II Ham » > � � » > �� » > -� la- » Z H�» » HJ» J Jz 4980 � N� z z z V MEz z z NNmZ Z Z —Z N� Z z —N Nmz z z z Z cnu- Z Z z (nu-— 4980 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 86 of 224 VERT: 1"=5 N Z 0 z 0 u w w o- ST-3B co �— - - - - / cnl - - -- - \/ ® Q ST-3F - .,,a.,. /VAS S M M S /� l \ \ o .ALI Y m S S S - S / /l S w (n 3 I INLET- 3BA (3xTYPE 13) \ C Q z o N STA. 19+94.59 Q DRAWN \ z g, STMH-3BH \ ` \� BRB STMH-3BC _ �, J� S STA. 19+50.21 - 1 \ CHECKED STA. 14+10 STMH-3BE STMH-3BFLL \ DAP STMH-3E R -I - STA. 14+93.47 STA. 16+93.09 0 R J . DESIGNED STA. 10+00 . B R B _ . .v , FILENAME LONGWOOD DR 0009-STORM P&P �u ST-3B ST-3B 19+p0 1 11+0 12+00 _ 13++00 14+0 +00 a 16+00 +0 I � TMH-3BA O[0] STMH-38B STMH-38D � �{ � _ \ � o • T 11+46.46 STA. 13+28.24 STA. 14+75.23 �� STMH- ' Pe I . 3BG GO�S� ' ,. \ TA. 18+67.40 \ �- N ��0 p • KEY MAP s� nS � S S s - s -sue s + . ,� S - sS -s -WI s - s , -s -s - - � - � . N . T. S. NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. CIO 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. CO LL cr ma 0. m W Cd 5010 5010 D 0) 44.37 L.F. CO) Q Z S=0.50% Q = J 24" RCP 18.23 L.F. (PRIVATE) 5005 S=0.50% -100-YEAR HGL 5005 Q EXISTING PROPOSED 36" RCP _GRADE GRADE (PUBLIC)_ Z O HGL HGL O 5000 HMc HG HGL HGL H - - - - - - - - - - - - 5000 �^ 81.76 L.F. 65.23 L.F._ 146.46 L.F. _1 S1.7 L. . \\ S=0.30% i S=0.50% - - - - - - S-0.30% 82.81 L.F. " 48" RCP = 48 RCP 48 RCP 174.31 L.F. S=0.50% 4995 54 RCP (PUBLIC) (PUBLIC) S=0.50% 24" RCP 0 (PUBLIC) (PUBLIC) 199.62 L.F. 24" RCP (PUBLIC) a- 4995 S=0.50% (PUBLIC) 0) 0 0 36" RCP - z " J � _ _ z u o = o (PUBLIC) z � -Z _ Z z 4990 - - - !ld- CO^^ U 3fy Cq— fn ( ( \ _Ww ^wO -oO Q � ^ ^�W _ W W Z Z Z Z ZZ Z Z Q Z to ^vZ v�� CV �� ^ ^ 3 vvv t0 �� _ v M (n ^Mr vtto0 LO _ rn �- n N _� p ' c ( 0 (0 (0 — M II IIO tdII dIpI z O) I II -- II II oII z GI- (rn0II 0II M pm 0I0 O Oo O s oO 0) 0) N � O -0 pp O CI) CY)> NNrn 0M� � 0 �Orn m ONN N � op � � rn p0 ajrn 0 > It Z_ � Nrn c0) ° rn rn a� p0 rn rn aoN tp rn oi N N ojvi 49854985 rn ,* t° ` Nz � m q" �C N � � q d c0o� 0 o - r- rn , p� � — to �cop opo a o mN w O wQo ppo = moo rn m +o m +O mFo +0E- Iam _I `-oII II II� M_I II » M_I HN _I ��IIZZ -M_I '�-Nil ? - M=gI a�p 10 » '* 00 0) II ?> MO tw - o p oII 0ll � m0 - oII II M o ZZ0 ZO ZZz D O 1 � 11K00 p O O 04 O m � w < II » > a » » > F > _1 �>:NN� Z Z Z Z > Z ZNFxZ Z Z Z Z Z Z _-Z 4980 n n — Z � m�Z Z Z N �w —N � N�ZZ zA 4980 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 87 of 224 VERT: 1"=5 N z 0 z o u w LJ S W S - - - ' - ALLE -� m s � o ST-3J` — I \ / DRAWN 1 — — + cn — Y J ST-3D BRB CHECKED —S S- - S - S - - S --S S o m m � DAP STMH 3C o CO J STA. 14+06.42 3 ¢ =! \ DESIGNED O BRB / 0 STMH-36 FILENAME "U STA. 10+24 0009—STORM P&P co INLET-3DA (TYPE 13 COMBO) INLET-3DB (TYPE 13 COMBO) STA. 10+00 STA. 10+47 R R _ sT-3D �PD�•LAC io 00 10+4 p�••;aORE �pJP,�p\� / 24" STORM STMH-36F � G PQ S ST-3C STA. 10+00 12+00 / STMH-3CA ;.-'_ To o - p.� p •�G� �N /�j�' STMH-3CB TA. 10+48.78 1 S�ONA�_E� STA. 12+82.32 _ ONTAVA AVE KEY MAP- N . T. S. NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. CIO 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. O cr ma 0. m W 06 5010 5010 v vv Q Z 100-YEAR HGL 23.00 L.F. > J S=0.50% 5010 5010 5005 24.00 L.F. 24" RCP 5005 Q S=0.50% (PUBLIC) 24" RCP EXISTING z (PUBLIC) GRADE O PROPOSED 100-YEAR HGL 48.78 L.F. PROPOSED _ O GRADE S=1.00% GRADE 2 5005 F18" RCP 5005 5000 5000 (PRIVATE) CI) iGL—HGL— L 5000 4995 4995 5000 -- -124.11 L.F. EXG ADE S=0.50% 233.54 L.F. 18 RCP _/ S=0.807. o (PUBLIC) 0 18" RCP o z o °_ (PUBLIC) m m 4995 3 0 w w 3 4995 4990 w w 4990 cn a ^ cn 3 cn ^^ N 0 z .� ^to > 0 cn w z 11 _ w �. w3 .. 0 "' -w 3 aov vz M C � � 't p N �� �p r� 00 J =���M of 0) I) M = z T- N n a- r` cD co M -tp cn `- rM CO 00 O co - N O M 00 � rn — r7 00 co W N 3 -N N CV -3 II aW L0 OO '*rry00 � 00 �'t0 N 0ISL �� 0 do- " N Op00 d. Cpd*..a` co 0)� _iV > ~ 00� 4990 o o o 0 rn rn rn 4990 4985 cocom � N1 � and o �i �0 � � "0� d,-� zco 4985 Qd o II z j woo II Q oo II No II ap �o II n 4- II II = UN� II M0� II =� z m0� II II j n O}`p?� o� II II II = M o `p = ZO = � IIz0 = � IIZ0 = � IIZZO � � O= � Ilzzzo � — O N ��zz z � � � z z NN�z z Nc„ � zz z z m,_ zn Cn�zzz z z N�Jz 4985 4985 4980 4980 14+50 14+00 13+00 12+00 11+00 10+00 9+50 9+50 10+00 11+00 TST, INC• CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet $$ of 224 VERT: 1"=5' N Z 0 U) D- z it o U) w > CI w ST-3G w ST-3E Q 0 { ST-3F Y N m �c o o� I \ I ( \ I o I DRAWN � BRB v o m / O I I \) CHECKED o I I DAP FEET-3EA (TYPE 13 COMBO) - � I o�° /•> Q DESIGNED STA. 10+00 m y / I f Q ✓ INLET-3FA 2xTYPE 13 / IL _Lj %- BRB �� ,. I STMH-3G ,� STA. 10+56( ) STMH-3J FILENAME STA. 10+00 STA. 10+13.69 10 0 10+ / �;/.. . ST-3F I INLET-3GB (TYPE 13 COMBO) 0009_STORM P&P _ INLET-3GA (TYPE 13 COMBO) . STA. 10+36 I. TA T10+36(TYPE 13 COMBO)- io 0 3 - STA. 10+00MY sT-3G 1 - - - o s p,D . I I io+ I LLEY F / \ - v�.•�0 Q�pJP�,�p� S S 'SA S. �o\�G Gp�S • S�ONAI E \ KEY MAP I Ld R I F ^ .. — LONGWOOD D r N . T. S. NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. CIO 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. O 5010 5010 W 06 PROPOSED 5005 8.95 L.F. GRADE 5005 5010 5010 5010 5010 Z S=0.50% 27.05 L.F. _ 18" RCP S=0.50% T— � Q (PUBLIC)_-_ 18 RCP Q _(PUBLIC) _ J 100 YEAR 22.31 L.F. 56.00 L.F. HGL 100—YEAR HGL S=0.50% Q 5000 EXISTING 5000 5005 S=0.50% 5005 5005 18" RCP 5005 GRADE 30" RCP 13.69 L.F. - (PUBLIC) (PRIVATE) — S=0.50% Z PROPOSED 18" RCP j PROPOSED 100—YEAR HGL EXISTING GRADE GRADE _GRADE (PUBLIC) O 4995 4995 5000 1 1Hci 5000 5000 - EXISTING 5000 GRADE co 4990 14990 4995 - 4995 4995 4995 0 0 m o m 4990 z ^ '� 4990 4990 M w Y w 3 4990 4985 o w—Y w—p (n 4985 v 3 w ao o °' ^ v v w v 0 v O 33W U O0 zzv > C —v M N 0J �z �p -M M lA J ���0 P7 d ^O o rn z II w M � tp (co � - O w 3 N N N w — Q N (nmoII O II z O�) 00 0 _ OH0)0 0) _ 0) N - O °O °O ° rn `r o °Iprnrnrn 4985 rn I �II 4985 rn z � O oII -' (DID rn o In4980 o0 -� ood — io o �Q o m � II II o i o 0w +o Z = � 0 zzO � � M0� OU.) zz T_ LO o O o = J0 OI - II >w w > w ZZ ZZJ -IQ -I � J HJ � j w I- J nL-Z cncno� - - - U_ — 4975 Z (nwz Cnv)� zzZZ ? cnw ? 4975 4980 Nw 4980 4980 4980 9+00 10+00 11+00 11+50 9+50 10+00 11+00 9+50 10+00 11+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet $g of 224 VERT: 1"=5 N Z 0 z 0 u w w o- ST-3J ST-31 w ST-3H o 1(2XTYPE1 m / DRAWN � BRB Nt STMH-3CC F :I`' i - CHECKED A. 10+3910 DAP G — _ DESIGNED STMH-36A y INLET-3J - ' BRB \ STA. 10+28 / ,' � STA. 10+00 INLET-3JB (TYPE 13).. FILENAME IN LET-3HA (4x I I E 13 COMBO) S L �, - - _ T 10+75.41 0009_STORM P&P STA. 10+00 INLET-3HB (2xTYPE 13 COMBO) - - - - - S S STA. 10+36 N 'oX. ST3J ALLEYT ' b. P ST-3H 31 ST-3J'r • 10+ 10 0 D P 0 10+00 10+36'> S S S S 10+ �PD•.•• m TOR Nt S \ C - - -P N 24 s _41 o ML S� M STMH-3BC . - - - c,��• RE • 0� O� S �'� . 18 STORM S S S o INLET-31A (3xTYPE 13) STA 10+00 Nt 18" STORM \ 1 `\ STA. 10+50 ul cn N S�0NA1_E� o � y, — \ J � KEY MAP NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. co 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. CO LL cr ma 0. m W 06 5010 5010 5010 5010 _ 5015 5015 Q Z 28.00 L.F. T- Q S=0.50% Q = J 24" RCP 100—YEAR HGL 100—YEAR HGL (PUBLIC) 8.60 L.F. 50.00 L.F. PROPOSED 100—YEAR HGL Q 5005 _ 5005 5005 - S=0.50% —GRADE 5005 5010 — 5010 O RCP 24" RCP 39.10 L.F. PROPOSED 24 GRADE PUBLIC — (PRIVATE) S=0.50% 36.31 L.F. Z EXISTING ( ) — 18" RCP PROPOSED _ S=0.50% cr GRADE — _ GRADE 18" RCP(PRIVATE) 0- (PRIVATE) 0 5000 5000 5000 EXISTING 5000 5005 5005 GRADE — co EXISTING GRADE— . 4995 ul4995 4995 4995 5000 _ —— 5000 U Ln O O Q_ rn _ m O a)— >- UN 4990 \w Q00_v U 3 4990 4990 w_3 �=Z a)_,_ ^^3 4990 4995 _ _> - 3 -R 4995 N Z � ^^ w -M ^ .Ni_coZ N W —v o rn W^ Z M . . — rn O M — II ZZ Of 0) NZ C-4N II -�W W W O � i ' > OD Op O � 00 00 O fl 0 � W O X Oooip x 0) 4 G tC � N N X � e N 00 �4985 OOO 4985 4985 rN 4985 4990 LO m OII 4990 O ^ 0) O 0) ` co M O ai co Q o m K) O co UMo 6� o m � _ o V +� oo _ + + oo m O m - O +� — � on rlO � � Z M � " o I T I - ZZ p O J H � > a II > Jl— II 1 = H > J HII z = H > JZ J — J~ HJZ NLJ ~— JZ U)W Z V) C�-Z Z Z— �II Z N u) ZZZ Z -Z NW 4980 4980 4980 4985 � 49854980 9+50 10+00 11+00 11+50 11+50 11+00 10+00 9+50 9+00 10+00 11+00 11+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 90 of 224 VERT: 1"=5 N z O I= z o u w LJ SIT-3M ST-3K ST-3N a 0 ST-3L � n � °1I. (n_ DRAWN B R B CHECKED DAP ' S INLET-3NA (3xTYPE 13 DESIGNED "A STA. 10+43.08 N / BRB Li H-3KA . o • FILENAME a STMH-3AC a - _ �\ • � S - E. •- . . . �. .°.: .: ,>•, . > ••- ° : . - INLET 3MA 2xTYP 13 - STMH-3KA N� I STA. 10+00 I ^� - TA. 10+00 AME • � ( ) STMH 3LA 0009 STORM P&P a 3 - TMH-3LA s' STA. 10+43.08 �` STA. 10+00 STA. 11+20.53 `'' ��+oo ST-3 N cn � � ,_ �. K 1 o tfST-31L ST-15 ST-3L TA. 10+82.47 w S S S fir � �- sT-3N ' �� P�. " L 1 '�l ST-3M S - I Pp0 L/c MOUNTAIN � 3o R � �o TORM MOUNTAIN J WILLOWWY _ WILLOW WY S � '�� 'S �••,�p p�. S •' RE • S - STMH-3AC ° PQ e Y � STA. 10+00 24" sr)RM ' INLET-3LA 12XTT 13) cc INLET-3KA (3xTYPE 13) - * �0 k STA. 11+25.55 i TA. 11+63.62 S�ONAL E KEY MAP D , . , I ��,I l —' � '—� , - N . T. S NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. co 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. CO LL cr ma 0. m W 06 5010 5010 5010 5010 5010 5010 5010 5010 - - T �1 Q Z Q = J 100-YEAR HGL 43.08 L.F. 43.08 L.F. 120.53 L.F. I S=0.50% - 43.08 L.F. 100-YEAR HGL Q 5005 S=0.50% 5005 5005 .82.47 L.F. " 5005 5005 43.08 L.F.- 100-YEAR HGL 5005 5005 5005 S=0.50% 24 RCP _ - a S=0.50% 24" RCP 30" RCP S=0.50% (PRIVATE) =0•RCP PIROPOSED 24" RCP PROPOSED Z (PRIVATE) (PUBLIC) PROPOSED 30 RCP PROPOSED —GRADE (PRIVATE) GRADE O GRADE (PUBLIC) GRADE (PRIVATE)-- O EXISIING 5000 HGL HL 5000 5000 - 5000 HGI 5000 5000 5000 5000 00 GRADE co 100-YEAR HGL EXISTING EXISTING GRADE GRADE 4995 4995 4995 - - - 4995 4995 4995 4995 4995 _j .J _EXISTING O o CD — GRADE o Z Z Z _Z jo Z UN Z � o 4990 Y ,� Y .. X a_ ri > ,� .. > v w o v 3 4990 4990 v 3_ v 3 a) w 4990 4990 v w o 3 4990 4990 v o ^ 4990 ^ W O ^m U r O ^^^ (n O ^^ fn 3^ Z ^ Z O ^fn � m ^ fn O ^ Z ^ ..w > Rio w pi M M J .� J W W ?i � J W W �_F— � ^� M v J _ ^ M r 3Z D N (nZZ V) ZZ O �J MW a II r '� J f- u 0o w 0) \ 00 \ ao \ ¢ 00 Q o> - 3 ¢LLI3w ` � > W 3 w °' "Wao ao n °' °' >°' ao ao r ao ao 00 � 0o ao � °' \ d oz - ¢ rIIi rn O00 z ,p °''s L6 cD CD ri a p u5 N Lo mt n r� � do .00 z ui cDcDN ISL 0) N rr) ^ rnrn °'` N ` v ° voo N � o N o o K) 0� ") 04985 t° � " 4985 4985 D jrnrn 4985 4985 LO4985rn rnrn ONo orici t N N V �j n c�I o II oo000C) ¢ U 00 U 00 04 < 00 0 ¢ o0 0Y +em em II J - Z+ � em +0 + -� M � � MO � + rn aao 0 0 0 t4 O N O �ZZZ O Z Z O O O OOO — z r II Z Z J - = — ��>: n > >: » = W Z ¢ Z Zj i > ~ —.> Nw NrxZ Z Z Z N C N �FxZ Z Z w ZZ Z z 49 Nj 49804980 4 12+50 12+00 11+00 10+00 9+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 9+50 10+00 11+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 91 of 224 VERT: 1"=5' N Z O z o u w LJ ST-30 I I � - W - w I m DRAWN BRB CHECKED _ m I / „� _ E. . STMH-3PA ( DAP . 11+24.44DESIGNED _ BRB 'ST-3G INLET-30A 5xTYPE 13 COMBO m - - - FILENAME STA. 10+00 STM -31 STA. 10+28 '�, / 0009_STORM P&P - STA. 10+00 o ® o a INLET-30B (2xTYPE 13 COMBO) :,w 10 00 11+00 TA. 10+36 i k PDO L/c RE • �0 G,�O� PQQ �S mj LI / p��G OAS • 56 I_(n 0 /� � S/4NA�E P _ �, KEY MAP IN - N . T. S. I' o NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. CIO 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. CO LL cr ma 0. W 06 5010 5010 5015 5015 _ 1 Sc 1 Q z S � ..�. Q Q = J 28.00 L.F. 100-YEAR HGL S=0.50% 5005 30" RCP 8.S=00.50% 5005 5010 5010 Q (PUBLIC) 24" RCP PROPOSED 124.44 L.F. 41.99 L.F. Z GRADE (PUBLIC) S=2.00% S=2.00% O O 18" RCP 18" RCP 5000 EXISTING 5000 5005 100-YEAR HGL (PRIVATE) (PRIVATE) 5005 GRADE co Gr AIDE IL EXISTING —HG1 4995 4995 5000 GRAnF 5000 o- _ 0 0 m 0 > o m _j 4990 v w_v _v 3 4990 4995 z w 3 _� 4995 W r.�� r -� a 11 w3Ld v 3wv Y ^N Wv � �° drn 3 zzU) 0 ZZ Z ¢ r wrn jW O J vv v � � - � W � ?� aozipMM to -_ O � 0 � � Cq Q � Q II � � _ I � IlzzzII _ II 3= OM0 0 - 0 rn .� � 0II 00 I oj. � _ gN N ° rn °1 -a- 0) 0) N > oz� 0 rnrnrn S � 0 $o � 4985 •� co 0 0 0 M 4985 4990 $ 0) 0) 1 ' 0) 4990 Q OCV S v co d0 * WNO m ) O -0 + zOM0 C) + +0i oo� 0 DD 0 :0 0 O — p ZZ0o TZd- I = II — O — z N�z =N Cn z z Z -Z N� z En NFrz z z CnCnFxz z 4980 4980 4985 - 4985 9+00 10+00 11+00 9+50 10+00 11+00 12+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 92 of 224 VERT: 1"=5' N Z 0 V) z x 0 u w w ST-3Q SL"Z f. u - M - ST-3R Q wj I IL REFER TO SHEET- 214 FOR LID m SYSTEM DETAIL 4 1 V)/ En F- DRAWN� � BRB V) CHECKED - STMH-3BB OUTFACE LID 4 DAP CONNECT TO LID#4 to TA. 10+,-- �, ® STA. 10+00 1y STA. 10+26.21 , 4 > > '" DESIGNED 1 0 1 10 0 , 10+33 BRB _ J \ '. I FILENAME STMH-36D I N n 0009 STORM P&P m STA. 10+00 n -I - S S'L U _ I \ S p0 L/c REFER TO SHEET , w �� •Cn ' 8 214 FOR LID ` - - - SYSTEM DETAIL -v) �OAt- �S •.....••��� En 3 KEY MAP N . T. NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. CIO 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. CO LL cr ma 0. m W 06 5010 5010 5010 5010 D _ Q Z Q = J 100-YEAR HGL- > 5005 26.21 L.F. 5005 100-YEAR HGL Q S=0.65% PROPOSED 5005 ExIs11Nc - 5005 18 RCP GRADE GRADE (PRIVATE) 33.21 L.F. Z S=-0.50%_ O O - 18" RCP 5000 EXISTING 5000 (PRIVATE) Ir -GRADE 5000 5000 PROPOSED GRADE 4995 4995 4995 4995 4990 3 ul w 4990 4990 4990 Z "" w V) vN N z0 N 11) LO O I� � S O O st NII 0 �4985 4985 0 °' O 4985 c0 0) »II II 4985 000 Nrn 0 M0) C) ~ � m0 � u� 0 0 m +� _j +,t Z0 o JO0 ZZ 00 z = U- - II umzRz z z OV U)Z-- �> 4980 4980 4980 v cn E z z z 0 N z 4980 9+00 10+00 11+00 11+50 9+00 10+00 11+00 11+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 93 of 224 VERT: 1"=5' N Z 0 z 0 w w w rrQ M2 (� ` ■ '� t--(n - cn co L — ST 3S ST-3K � ST-3L m f REFER TO SHEET N I I ST-3T 215 FOR LID _ I N\ _ SYSTEMLIA DETAIL M DRAWN BRB (n I CHECKED ■ I g DAP D. d N� — DESIGNED �f - T -- �, BRB AD cn — FILENAME io+12 0 _ 1 1 i s o I>> ). I 0009—STORM P&P J ]CONNECT TO LID#5 —� �� a STA. 10+12.03 �cnl � _ O x �— �I cn OUTFACE LID#5 I STMH-3AA I 0 L 1 STA. 10+25.83 TMH-3AB STA. 10+00 T N ��PDRE•/c �- f REFER TO SHEET STA. 10+00 tr d o :• JP 0 O l � ' 215 FOR LID _ �� • I �G SYSTEM DETAIL— Q � . cc N / o _ — / KEY MAP Wi 1 / 711 NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. CIO 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. CO LL cr ma 0. m W 06 5010 5010 5010 5010 Q Z T- = Q Q J > 5005 5005 —PROPOSED- 50055005 Q PROPOSED GRADE i GRADE 100—YEAR HGL 100—YEAR HGL Z ir O p 5000 EXISTING 5000 5000 -EXISTING 5000 GRADE ' GRADEco 12.03 L.F. S=0.50% — 25.83 L.F. 18" RCP S=0.50% 4995 (PRIVATE) 18" RCP 4995 4995 (PRIVATE) 4995 4990 �R 3 4990 4990 3- 4990 zvv zzv- 1-1N ( - N M M coo O) r7 44 � O M - 00 a N d- (D 0 M M_0 to H 4 � 4985 0 N-_c(o `° rn `t `r 4985 4985 m ccoo 'n 0 0 4985 �rn mOC' II II - N� Q00 � II 4980 ic-5 (nZ=cn cn 22 z z z 4980 4980 0 N Z N cn 22 Z Z z 4980 11+50 11+00 10+00 9+00 11+50 11+00 10+00 9+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 94 of 224 VERT: 1"=5' N Z 0 U) D- z it o U) w > CI w p �o S S S S o \ Q ry �� ST-3U \ RL_j I -- m I DRAWN BRB l \ CHECKED / DAP DESIGNED INLET-3UA (TYPE 13 COMBO) _ BRB STA. 10+00 \ FILENAME /� 0009_STORM P&P f 10 0 10+ 6 I I �1 I � p,DO L/c INLET-3UB (TYPE 13 COMBO) \ STMH-3D STA. 10+36 \ STA. 10+13 �jsj 01 -IV AL. % �� KEY MAP � �, � N . T. S. NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. CIO 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. O W Cd 5010 5010 _ � Q Z EXISTING PROPOSED GRADE _—GRADE 13.00 L.F. 23.00 L.F. 5005 S=0.50% S=0.50% 5005 Q 18" RCP 18" RCP (PUBLIC) -(PUBLIC) Z - 100-YEAR O - HGL 5000 5000 co 4995 4995 LO O � O 4990 -w w w 4990 v v - zU) z "� ° Cn ov 04 LO — M W I` — LO N N M W I� 0) j ' co 0 0) 0) t4985 rnrnrn H II II 4985 _ r)O '- I0 T 0 m � +0 �+jo � 0LO0� � p O HII = Uj J >: > J J ?4980 in LL Z V) U) z Z to� 4980 9+50 10+00 11+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 95 of 224 VERT: 1"=5' N Z 0 U) D- z it o U) w w SEE SHEET x �I \\ _ F I SST-4C -- — L / I STMH-4G Q w STA. 17+58.44 �� o I— Lo o o Of co I- _ , 04 m a / II a STMH-4F _ / STMH-4A i DRAWN BRB STA. 16+93.72 / STA. 10+70.20 ZSTMH-4B ! W I CHECKED STMH-4E STA. 11+39.62 �'I I = I DAP STA. 16+67.61 / _ _ - -� - - I _ I ST-04 DESIGNED 1.. i.= o �- — — -— I— BRB a N STMH-4C ! 'ram m FILENAME N j� STA. 15+27.26 �TEALBROOK DR (FUTURE) - I 0009_STORM P&P 15+00 14+00 ST-04+00- 12+00- N 1 f 00 fTl 42" STORM - p,D0 L/C STMH-4D o_ �- m pF�... •. - E STA. 16+04.20 0 E E—�—� r � o vim.• �OJP,�OC� l o PQQ �G S/4NAL E FES-4A KEY MAP ^ I • T. S.STA. 10+00 IV I I NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. CIO 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. O W 06 5005 5005 26.11 L.F. Q Z — _ S=0.30% .. 42" RCP PROPOSED PUBLIC GRADE EXISTING - ( ) - - -- - - - GRADE- 100-YEAR HGL 70.20 L.F. - - - - - - S=0.50% Q 63.41 L.F. - - 54" RCP 5000 42" RCP _ -- !� - - - - - - - - - _(PUBLIC) (PUBLIC) Z HGL O 4995 -- - 4995 co 76.95 L.F. °' S=0.40% 387.64 L.F. lull ~ 4990 w 42" RCP S=0.40% 69.41 L.F. 4990 - 42" RCP S=0.40% N � - (PUBLIC) 48" RCP w _> > (PUBLIC) w 0 m o_ o o (PUBLIC) - -= r w � -- Q > "z - wM � Q �> o' 0 �- 4985� ° z Nw 3 wrLI � � � �� v3� ��LO NCON LO� N^ oo n N (V QLO r- N 00 M In ''eC-4 o ' ri'7M (n —'sp0 0) SCOr� Q) ^N � e a a N 0) 0) 0) Nrn M 0) LOo 0) 04980 owern. v � o � co ) ii Q co . 49 80cv co rn °' ai t or- to � _r oo � rno N (10 z� �� �� � � +�� 1r = o -z O z z z zII = — II — II II0d II > — Q�> > F- >> ate » > > � a�» > NQ> 4975 cncnwz z wNwz z wmFrz z U) U) zzz � (nwz z z z 00�z z z � U)z 4975 17+50 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 96 of 224 VERT: 1"=5 N Z 0 U) D- z it o U) w > CI w C JIR IF- R R w I R_ - - - ST- m _e'. .° - v. .. v vim• •.- _..• •`+ r. � E E DRAWN STMH-4E BRB STA. 16+67.61 Lij STM H-4H CHECKED STMH-4F �\ STMH-4G �l STA. 20+32.35 STMH-41 DAP �- - STA. 16+93.72 �' MONTAVA AVE �- - -STA. 21+48.37 - w STA. 17+58.44 _ DESIGNED 2 M -ST-04 - ST-04 ST-04 BRB CIE w +0042" STORM 18+00 36" STO 1s+00 20+00 24",STORM 2 —L -- FILENAME O y � o 0. QL.�/Ci ...z .� p�GSTMH-4 1 0 3 0 o STA. 22+028 ' G S STMH-4K r - 24 STORM TA. 22+60.87 INLET-4A (3xTYPE 13 COMBO) S�0 ••L ECG t NA STA. 23+15.50 s -s_ s _ s ss s11' -I'_ . sr, s s s s s s KEY MAP S S oil Xo N . T. S. ' ALLE Ae o . x t t _ NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. CIO 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. O W 06 5010 5010 Q Z Q = J 5005 54.91 L.F. 57.59 L.F. 5005 Q S=0.50% S=0.50% EXISTING 24" RCP 24" RCP 54.63 L.F. Z GRADE PROPOSED cr (PUBLIC)100-YEAR HGL (PUBLIC) (PUBLIC) _ _ 24" RCP 0 O 24 RCP 5000 - _ __0L _ (PRIVATE) 5000 - r - co co rn - 4995 U-11w= 116.02 L.F. - - - 4995 N S=0.30% N 6 4.7 2 L.F. 1253�0.30% 24" RCP 0 0 � `- S=0.30% 36" RCP (PUBLIC) (, o -J J o O 42" RCP " - N (PUBLIC) 0) o c� o_ m 4990 (PUBLIC) �' I _ ^ D' C z ^ z .. z II 4990 ^.. N � 0) w3w w (na I�i v w3w Z v .�.^z oZ 3 _ LLJ LJ _ z zv Z II z z� CO j ���00 -J �� p .M- to It 00 00 0 > CO LO U) , . C° Z 00 00 Co r, (o r cn_ w O 0 L0 Lo d= z 00 0) 0) d= N co It It It co 3 1� I� (o � �� �� 0) cy) L 0 � N� � H � �0) 0 a -- r, 0 rn am 0) MOQ cdo4985 N rn 0) 0) t d d0 O CV rn0) d 4985 I- 00 0 (o cV d d- d 0 Op .- t (p � � (o � LO cN LO0 n0 co �0 00 tp II 'T2 +� N� II II II N� I z M 0H 't0 � 0 i 04 (V = 1 N II c zz pO 11zz0 IIz0 p II — p 04 = Q = = d dII> > > 4980 cn nEK z z z N (nwz z z z NNFxz z - N NFEz z z z N N0� z z z z NLi- z 4980 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 97 of 224 VERT: 1"=5 N Z O U) D- z it o U) w > CI w 0 1 0 m \ I i S \ DRAWN 1 T,4e J 1 I � � o I BRB ID B ` F \ I 0 , \ C W I CHECKED ST-4B - - - - I - - L� 1 - - - - - - -- -- - -- - _ - _ _ _ F m DAP 11 \ Li _ - -- — - - - J _ — — — — - - — — — — — ---- _ 1 Q 1 DESIGNED STMH-4A - i ' - , \ BRB STA. 10+00 - �\ \h STMH-4B I I ST-4A FILENAME - _ - STA. 10+26.40 / 0009_STORM P&P II w' GOODHEART DR FUTURE 30' STORM ( _ ) -_ rFET-4BA TYPE 13 COMBO) INLET-466 (TYPE 13 COMBO) ( STA. 10+49.40 ST-04 I ST-4A - —- \ STA. 10+00 I ST�4e 1 0 11+00 30" STOR \ _12+00 1 9 \ 1�0 00\ ST-46 1 - pp0 L/C -STMH-4AA1s" STORM 10+ i �- \- - - - - - - - - �'••� �p�P,�pC� - - - - - - - - -- STA. 12+58.94 �" sTORM _- - -,, �.• G PQ S��G • I QF,�G� �O:�� GOGDHEART DR FUTURE S •.•..•• �G \ 1 - /0 E ST-04 ST-4A KEY MAP NAL 1 1 N . T. S. 1 � � � I NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. C0 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. CO LL cr ma m W 06 D CO Q Z Q = J 5005 5005 5005 5005 Q 26.40 L.F.--=: _ EXISTING cr cr 100-YEAR HGL GRADE 18" RCP_ O O PROPOSED — (PUBLIC) 5000 - — — — GRADE 5000 5000 EXISTING PROPOSED 5000 GRADE _ GRADE 100-YEAR HGL f - - - -23.00 L.F. _ S=0.50% 4995 - 4995 4995 36" RCP 4995 (PUBLIC) 258.94 L.F. O -_O _ 4990 ^ S=0.50% 4990 4990 4990 3 w 30" RCP w•-,3 v v - d. (PUBLIC) - -m 3 v N eta M - NNN ^ 00 W -� — r C4 W N >0) � IIe O: Zi rn O 0)C4985 rn rnrn � �nrn r ci 00 N � rn II - 4985 00 rnod d • O Q�rnrnrn ovi o I� H " rn� Qrn m +Q + F- +' � + t- a + 0) 0 N O 't � 0 � dZ) p O - IIZZO 0 > F- II NZ = ~ II 04 Z fQ-� » > �»> J � J > � � » » J �J> U) in Z Z - NU)ZZZ — Z NU-Z U) NEZ Z Z Z Z (nu-Z 4980 - 4980 4980 4980 9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 11+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet g$ of 224 VERT: 1"=5 N Z 0 z o u w w ST-4E w ST-4D Q 47 ST-04J. � s`>T ST-4C m - O - A DRAWN { I-L I " \S BRB 1. \ CHECKED zt VI I \ DAP r — �- DESIGNED 1 / '-� > � I` `` \ �� BRB �N I �� Is, FILENAME -'� ( M I; F 0009 STORM P&P STMH-4 _ z , �Z STA. 10+57.50 �, _ o I ,,° ,;.��� �- � S� � INLET-4CA (TYPE 13 COMBO 4LET-4CB (TYPE 13 COMBON -4D 1 o I << L/ STA. 10+00 STA. 10+72 INLET-4DB (2XTYPE 13 COMBO) 18' ST M INLET-1 DA (2xTYPE 13 COMBO) STMH-4K - STA. 10+72 STA. 10+00 ,ST-4C - 1 00 18' STORM 10 2 STA. 10+00 � �� A, ST-4E �P), � P - INLET-4EA (2xTYPE 13) o� ��G STMH 4H STA. 10+37.20 �0 G . � F. o STA. 10+14.50 '^I S > N� — S S KEY MAP I � �� ' -� , � �\,; z cn - I , o � cn I �l I NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. CO Z w O J - w CO > OEr ma 00 w 0s 5010 5010 5010 5010 5010 5010 Q Z 57.50 L.F.- 14.50 L.F. 57.50 L.F. = 100-YEAR HGL Q = J S=0.50% S=0.50% S=0.50% 100-YEAR HGL 37.20 L.F. 18" RCP- Q 5005 - 18" RCP 5005 5005 18" RCP 5005 5005 S=0.50% 5005 (PUBLIC) (PUBLIC) (PUBLIC) 14.50 L.F. 18" RCP _ PROPOSED EXISTING PROPOSED- S=0.50% - GRADE 18" RCP (PRIVATE) GRADE Z GRADE- I cc PROPOSED - _(PUBLIC) - O O _ GRADE EXISTING -_ - GRADE 5000 11 5000 5000 5000 5000 5000 100-YEAR - HGL 4995 4995 4995 4995 4995 - 4995 EXISTING- -O GRADE— 0 � O O 4990 _ 4990 4990 v .. ^_v 4990 4990 Z -^ 4990 -N W3W � �U v v wRw v (V o WLn �- � 0000 W N - a o pp W w COLON aDD— r, 4 � co � P- r co -w Sr o LC) �n wSr o0 rn a� 0) . . rn a� w - rn rn z *- � o � h � � rn 00 � N 0� ui u d � CiGi ° � °' °'N `n4985 � n N M N �� rnrn � " 'n 4985 4985 o . 4985 t\ ri o � *400 II �o coZN � o - oo- m � u . ~ = zII zII zII o 0 I Y +to, p + +� II II II + + oLOZ) I 't 00D �LO 0 o` I � LO 0Ino p I zzzp _ o II zII zII p wII =II ww F 4980 z Nu- z -UncnFxz z z z -z Enwz 4980 z z z z z z z z z z z z z 4980 _ cnw _ cntnw- - - - -- cnw _ 4980 4980 - N�- N� - - - 4980 9+50 10+00 11+00 11+50 11+00 10+00 9+50 11+50 11+00 10+00 9+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet gg of 224 VERT: 1"=5' N Z 0 z 0 u w J /7�\ / , LIJ I r y i � I R� v�-1 1 /I w 1An ST-4G o E E m - � I III I ST-04 N m y i II I � r—Y w + 42" 0 M ST-04 I— _mLST-4F DRAWN y y I I I I ♦ +0042" STORM a 18+00 I � BRB ST- E ST-4H I I I 04 CHECKED ° STMH-4C DAP © 0 STA. 1 0+24 1 e ° 0 I I BRB cy l� FILENAME STMH-4AA I I I I `, 10 3 0+ o �. 1 00 I INLET-4HB (TYPE 13 COMBO) 0009_STORM P&P STA. 10+28.97 I I INLET-4HA (TYPE 13 COMBO) o STA. 10+49.30 I I I I STA. 10+00 p0 L/c INLET-4FA (2xTYPE 13 COM80) 1 I I I INLET-4FB (TYPE 13 COMBO) STMH-4GB (TYPE 13 COMBO) _ STMH-4GA TYPE 13 COMBO) / �P•..... STA. 10+00 I I STA. 10+38 STA. 10+36 STA. 10+00 LL I I C 5TMH-4J I I o 00 °+ a — S — S SS— S sT, TA. 10+28 S_ S_ S S � i II II I I _ _ - o� _ - I Q Fp �• <v S/4NA�_E� MAP- F1I N . T. S. I E NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. CIO 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. CO LL cr ma 0. m W ots 5010 5010 5010 5010 Q Z T 4 = Q Q J 100—YEAR HGL > Q� POSE EXIS 5005 5005 5005 5005 5005 PROGRADE GRADE TING 5005 Q C T_aF PROPOSED 28.00 L.F. 25.30 L.F. 28.97 L.F. `0 1 - GRADE S=0.50% 24.00 L.F. S=-0.50% Z S=0.50%I 9.03 L.F. 18 RCP S=0.50% 18" RCP O S=0.50%CP PUBLIC) 18 RCP 0 30" RCP 8.00 L.F. ( PUBLIC) 5000 (PUBLIC) (PUBLIC)C) 5000 5000 S=0.50% _ 5000 5000 (PUBLIC) ( 5000 — PROPOSED 18 RCPco EXISTING GRADE (PUBLIC) — GRADE 4995 100—YEAR HGL 4995 4995 — EXISTING. 4995 4995 100—YEAR HGL 4995 GRADE O O m C9 j --a- N.o m O 4990 v w _ 3_ 4990 4990 w_? o o 14- 3 4990 4990 w w w 4990 17 3 W v .U U �_U ���Z w o d (n Z ��fn Z wR 6 I c� ... V `. 33 .... � � v - > rn z (n (n (n Z a II z II Z cn > (n 00 0_ of `.� 't .M 00 M N J .�.... 3 0 r7 N M w O M w m 0) * * `- N `- m W GO m > Z > Co - M ^ ca N N 0) N F_ � N N -w � w O _?� � shsh 0 °oz � zW _O W NN 0 � ¢ � W M x O) Q II co m N M � Gn - 00 co CO CO O Cn 0) S ^M tq II N 4985 N o0 °� 3 rn� m m °' '� 4985 4985 rn ao rn rn rn d• o 4985 4985 co g rn rn d' `f' > M N rn 4985 a o0066 II a �-_ z QNrn � � II -" 00 II CID -� 00 - * * * ot° o rn �� d• d• � Z rnC � rn rn rn m M1 II Cy00 II ¢ oo II Q o0o II NOO II II -- m Io +�F- z � ¢ + I II II -� +0) C9 +o � _'� +N II II II +off +off 1* III II � � _ Lf) 0 O cai� II � p z z p -`}j � `t0 o,no _�I II z z z p I 0 p I o�p � II z z p p j �� Z -w II - > = II — — w II = II = = II w II = w II J H > � Z HH�» > J HJ� ~J� - H�» > > J H ��» » J HJ > -Z ��Z N ��Z Z Z Z NLL. Z N NWZ Cn cnFZ Z Z Z cn N� Z Z Cn CnmRZ Z Z Z Z (n� Z 4980 — 4980L 4980 4980 4980 4980 9+00 10+00 11+00 11+50 11+50 11+00 10+00 9+50 9+00 10+00 11+00 11+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET 111111111111111114 scale HORIZ: 1"=50' feet 100 of 224 VERT: 1"=5' N Z 0 D- z it ST-05 o co w ST-06 w Q 0 DRAWN - - - - - - - - - - - BRB CHECKED _ -- - - DAP -- -- �� GIDDINGS RD DESIGNED _ - - BRB FILENAME /r 0009_STORM P&P C9 —� — — — 11+00 12ST-06 FES-6A STA. 10+00 PDO L/C 11 ST-05 13+00 36" STORM ,Q� .• •• INLET-56 FES-5A FES-66 STA. 11+32 STA. 10+00 STA. 13+85.13 E _ N . T. S. NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS WITH VALLEY GRATES UNLESS OTHERWISE NOTED. co 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS J Z REQUIRED. 0 LL 0 cr ma m W 06 D CO Q Z Q = J 5010 5010 5005 5005 Q SIN vv Z cr PROPOSED - 0 100—YEAR HGL_. GRADE 100—YEAR HGL GRADE G 0 5005 5005 5000 5000 co PROPOSED EXISTING GRADE GRADE H L 5000 — — — 5000 _ 4995 4995 132.00 L.F. S=0.20% a 385.13 L.F. 48" RCP - S=0.35% (PRIVATE) _ 36" RCP 4995 4995 4990 (PRIVATE) 4990 UO ap d r� Q � W � 00 00 LO 4990 —� N II Q II � 4990 4985 74 4985 N� > O,O �0 OO r0 pD O � O —tom +,* � Z w Z Q O m M Q + � � II LO — II (o — II co — II ¢ cis ¢ vn ¢ V) a 4985 — 4985 4980 4980 12+00 11+00 10+00 9+50 14+50 14+00 13+00 12+00 11+00 10+00 9+50 TI INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 101 of 224 VERT: 1"=5' N 11 � I I r tI � LD co III r I 1 IPCiNCI 427 OUTLET11 ETA. 13+61.65 �o a \ I � t' _ ` STMH-8A FES-9A m l STA. 10+00 - - - _- _ � � � � - o STA. 13+31.06 - �— — — — — — — — — —_—_ —f _ — '— — �J�� + � ST-07 DRAWN r—� BRB 10+32 10+ 0 _ W (� CHECKED DAP W�� v/ �� I I I DESIGNED - - - - �- - - - - - BRB o �- —� - -- — -z, FES 9B I I I F STA. 10+32 FILENAME N GI DINGS RDlw- A_ y \ C I I "� I I I II _ ear _ _ n ..� 1 g �? o� .c 0009_STORM P&P vv I I - . 1 I �T t I I II W, r i�_7►CJ --- ---_ - - ,�, - 1 ooLi - — l l� "sT—o7 1 o� _ - ' _ - - - - - - - - 7 0 - y - - - — ' P �c _ _ FES- A - - \ ' 'I/ ST-08 0���GOBS o;' 11+ 6 T S QRM a 36" STOR FES-7A :� T 10+00 l � FES-76 I' � STA. 10+00 1 / Sao..I_ INLET-76 (TYPE 13 COMBO) o � INLET-7A (TYPE 13 COMBO) 1s STORM � ,�., � 1 /; ,- /�I � NA � STA. 10+94.88 STA. 10+56.88 _ - _ - - _ STA. 11+ �. \ KEY MAP _ , �I ,/ � � \\ � �- � / I � ' I / STA. 11+51.89 �"� N . T. S. NOTES 1. ALL STREET INLETS ARE CDOT TYPE 13 COMBINATION INLETS UNLESS OTHERWISE NOTED. _ 2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS Z Z WITH VALLEY GRATES UNLESS OTHERWISE NOTED. co 3. ALL STORM MANHOLES WHERE THE HGL IS WITHIN Z W 1 FOOT OF FINISHED GRADE, A LOCKING LID IS O J REQUIRED. _ LL 0 W 06 5005 5005 5000 5000 Q Z 38.00 L.F. 100-YEAR HGL J 51.62 L.F.= S=0.32% 100-YEAR HGL S=0.32%- 36" RCP 56.88 L.F. Q PUBLIC 5000 4995 - _ 4995 5000 36" RCP ( ) S=0.32% � - _ 36" RCP " c (PRIVATE) (PUBLIC) 1' _ - Z EXISTING P5 oo w 00 _ —. w � O GRADE— - PROPOSED "t Q 30.59 L.F. 0 _ GRADE w II = v � > 5=0.50% 4995 \ ` - -- _-- 4995 4990 - r It >z - 0 Z 18" RCP 4990 4990 4990 14.91 L.F. J 0) (PRIVATE) -- - - S=0.58% = w u `T�) co V 1 V 18" RCP - Z-HGL 32.00 L.F. (PRIVATE)_- - H _ S=0.09% GRADESED - - 18" RCP 4990 4990 4985 4985 4985 (PRIVATE) 4985 ) o > °0 136.99 L.F. 179.16 L.F. - 4985 0' M-m ° r m 4985 4980 - 4980 4980 4980 w �_ 00m 0) S=0.20% S=0.20% 11=v Zva � U zv 18" RCP 18" RCP Q � Q ° 3 � >- _ p ° .. Q, _ d- (PRIVATE) 3 p (PRIVATE) co -� Z-n p n - > �2 — OU� N r OC� L0 N F- Z — Io Z • � cD ? � O � o_ 00 00I N W 0) 0 Lv W - (D O00 N (0 0) a o rn- O�O°' LnO cy) o (0 0a aod � M `r4980 4980 4975 "n , ` OR 0) . 4975 4975 Cl) 4975 o o6 - ` po0 ° ,I rnrn( 0)03 �oo II 000II 0) * r°' °' , � + m + Q + + d + II +am N +* + +0 rn � d d 0 � 0 I � M 0o O O II � � IIr ZO O ci) Qj J ¢ II > > _j Q II j > U) VJQj- -am > Q� > > Q� > > ZQj cnQj cnQj � NZ Z fj� Z Z Z �� Z Z � �Z � NZ-inNRZ Z toNwZ Z NNFxZ Z � (nZ � U)Zu- NZ 4975 4975 4970 - 4970 4970 - 4970 12+50 12+00 11+00 10+00 9+50 9+50 10+00 11+00 12+00 13+00 14+00 14+50 11+50 11+00 10+00 9+50 TIINC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 102 of 224 VERT: 1"=5' N Z SEE SHEET 104 SEE SHEET 113 V) STA. 18+95.00 STA. 18+63.97 STA. 17+23.97 �- o_ C) 12 x12 Cross F �� -1 OFFSET 50.00 STA. 15+62.64 z > 1-12" BFV STA. 10+62.07 1 1 1 HYDRANT 12" 11.25• Bend - - - - -1-8"X6" REDUCER- _ - -- - -- --- -- __ STA. 14+54.22 D STA. 19+13.66 I STA. 18+26.81 - L -- - " STA. 13+71.47 Z. OFFSET 0.00 OFFSET 13.00 a -12 11.25' Bend OFFSET 22.97' HYDRANT I o w HYDRANT - - HYDRANT 1-12"X6" REDUCER , AIR VALVE- m N� --- - o VENT PIPE - GOODHEART DR - - - / �F7' LLJ 103 LF 12" PVC `r WL-01 o s-oi ` \ \ sp / Lj 19+00 WL-01 18+00 17+00 161 LF 12 PVC 16+00 � oo Rpyy o � I 50 LF 12 PVC o - -`77T- � � _ 8 m - I _ 2" AIR VALVE - �F STA. 12+40.11 // o � STA. 18+16.23 STA. 17+23.97 - - r2'p� p �r 12" 11.25' Bend / / DRAWN BRB - -N- -1- - - r - - - - - - - _ - - 12 x8 Tee - - - - - - - - - - \7�� c / o / STA. 18+26.81 1-8" GTV (NW) 00 ' CHECKED DAP 12"x6" Tee (SWIVEL) STA. 10+00.00 - ���� 62 LF 12 PVC / 1-12" BFV (SW) ` \ / DESIGNED 1-6" GTV NW STA. 13+71.47 �� X BRB ( ) 12"x6" Tee (SWIVEL) a ° > �p� STA. 11+76.99 // 37 LF 12" PVC 1-6" GTV (N) ° ;° o �a �3 97 �F Ss, OFFSET 48.61' KEY MAP FILENAME0009_WATER P&P Y 0 7 �a \ HYDRANT / i 37 LF 12" PVC 0 Vc 1-8"x6" REDUCER �� `� / N.T.S. Pp0 Li0 STA. 13+32.94 O / - NOTES •• •.. •• �. 12"x8" Tee �O,S JG / / opt•aoRE �P 1-12" BFV (W) �pj a,� ''�, \ / � �s/ 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL P 1-8" GTV (N) w O,Q �� , F \ \\ / ��/// `s �� NOIES. p���'GO�c' • STA. 17+80.37 \ x�0 \ \ / / � 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" p't ••••••.••G� DUAL METER PIT SERVICES, OTHERWISE THEY ARE S�ONAL E� STA. 11+76.51 , � TYPICAL SINGLE " METER PIT SERVICES. 12"x8" Tee 1-8" GTV (N) 23 - --------- STA. 10+00.00 v �� ° °� 'Ol��, ��� /i TTE TO EX. 12" LINE / WATERMAIN JOINT RESTRAINTS STA. 10+75.41 / p 12 x12 Cross / 1 � �` ��►� � 3-12" BFV (N)(W)(E) PLUG VANE STA. 10+00.00 OFFSET 0.00' EX. 12" ELCO WL HYDRANT �� x / ,1-12 X6 REDUCER REDUCER TEE L / z PO BENDS 0 LENGTH OF RESTRAINED PIPE 0 PIPE SIZE 8" 12" FITTING L L ARV N/A N/A W 06 5005 5005 90° HORIZ. BEND 18' 25' D _ 45' HORIZ. BEND 8' 11' Q z 22 1/2° HORIZ. BEN 4' 5' a a = j PROPOSED EXISTING 11 1/4' HORIZ. BEND 2' 3' > GRADE -GRADE a REDUCER TO 4" 43' 74' ' _ REDUCER TO 6" 25' 62' 5000 _ � - - - 5000 �_ - - - - rn - - - - - _ REDUCER TO 8" N/A 45' z W o N } ^ c`no REDUCER TO 10" N/A 25' O _ a 00) - - - - - o ao TEE-RUN N/A N/A 00 m�� (n d N w z o _ - - - o (0 ~o �/� o- Q rn TEE-BRANCH 1' 2' z -a 00- "� a d - - . 3 PLUG/FH 41' 59' 4995 12,, -- - ' �ci o - - _ - o 11 C) J Ir 4995 � W C900 DR 18 pVC -12" C900 DR 18 PVC Z >z Z NOTESc 1. RESTRAINTS SHALL BE PLACED ON - JOINTS AT 11�E LOCAl10N OF ALL FITTINGS. ADDITIONAL LENGII� OF 4990 - M N - 00 4990 RESTRAINTS IS INDICATED IN TABLE. cV . - - - 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST BE RESIRAINED TOGEII�ER. 3. LENGTH OF RESIRAINED PIPE MEASURED EACH WAY FROM VALVES AND BENDS. 4985 - 4985 4. SINCE VALVES ARE CLOSE-ABLE, THEY Of ARE CONSIDERED A PLUG DEAD END APPLICATION. , 5. MIN 5.0' GROUND COVER READ. = 3 3 6. ASSUMES 200 PSI TESTING PRESSURE. -° m CO Go v v v 'v v v v a�i m m o c c 4980 a�i a�i v¢i U` m m a�i^ a�i m m m a'�i a°�i m N _ a�i a�i - a�i - a�i �j 3 a� a� a� m 4980 TST� INC. m r• m II m m I- •� •� m m m m (n t- m m m m .. m m m 3 - > 3 3 O N N CV a .-. - - '1 N o) N rn 3 N _ 3 .- . CO tD � N Z w O -CO � iq O Z CONSULTING ENGINEERS O Z In N t1) Z -O Cn O N 0) O 00 I7 t0 Z`i M O C� 00 Z U[ O m O O O Lf) - CD N Cj N co r d' N (O Z O r) 00 Z In In In !n tof) O Q (p¢- O O ..i M I� N d- et d x x .� In 00 Z 00 N (G r7 �Y d -� N .- -N r� -� rn -� � d N O 748 Whalers Wa �- CO CO00 x O CV O O x O x Op O d: �h a0 a0 N M O x.� I� u7 X CO 00 Y N M a > (p J - �`� (V > O (6 a O r O to c N O -d' O�] M > Nooa u7A N N Q - Nd N N d a NO OOa Or7a (pV-ja � N M N N e > Oa I� 00a -� ooa n p Suite 200 Fort Collins OO N � 0�0 N + GAO 00 N O N I� N Mrs MoOA -00aoA -BOA -� O N L� r +__ + + -F + rn > rn + rn N + N m N rn N M W m + rn m N Go N Do N rn N M .- rn N Colorado 80525 + .- m + rn O O O + (D + O + o� rn _� M � 0 rn C9 rn .- .- r N �� N O Phone: 970.226.0557 00 rn Op 0 00 00 CO �_ 100 U 000 n O (o 4 (0 CO LO M rn rn rn N ± rn C9 ± � ± � -O � O � -0 0 m -0 0� O 0) O � I- _ _ NaV.- IV r a N `f IV IV H � e mod- mod- N mod- � � � � � cF N � N � �' mod" � � � � � �- � � � � a Qa- X_ QQ_ Q' ¢ a- X (o H w H - N a w of H F= N w H H 0 Qo- ¢ d � � ¢ � � ¢ � as ¢ � � Qa. � ¢ � � Qn � -¢ � w - Q � � _¢ o- � ¢ � � co Q � � ,- ao ¢ ate Q0 � oo Q � � a- of -Q � � Qa � -Q � � - _¢ a. � Q � � ¢ a. w� � w Qo JOB NO. 4975 ~�- � 0 � 0 � v~i � = v~i � � v~i � � N � = I I � � roo ! - � o � o � o � _wok _ moo = No = � � _ � � _ ! ! � � = c~i> � = v~i � � v~i � � � o ~ o moo I � o � o � o o �'' r� 1230.0009.00 cnN N � =•• cn � �- N � � cnI- cn � � cn � xr� cn � � cn � � cn � �n � > cna 4975 20 00 19 00 18 00 17 00 16 00 15 00 14 00 13+00 12 00 11 00 10 00 9+50 SCALEH: 1"=40' V:1"=4' DATE OCTOBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 103 of 224 VERT: 1"=4' N SEE SHEET 103 Q Z 0 = I m O I 0 cn w o I I I I o I I 1 0 � ~ I I Q I STA. 10+62.07 WL-02 = I2" Cross m Lj o 1 /712"xl 1 STA. 18+63.97 O I DRAWN AIR VALVE VENT PIPE I I ( BRB I " STA. 11+52.00 2 AIr Valve " 1 °�\\� I STA. 10+35.00 CHECKED STA. 14+55.23 1-12 BFV I ,I 1-12" BFV DAP 62LF12" PVC DESIGNED - - - - -- - _ - - - - - - ~ 1 BRB STA. 1 0+00.00 FILENAME " m \ _ OFFSET 0.00 KEY MAP 0009_WATER P&P 306 LF 12 PVC o -02 HYDRANT W 14+00 13+00 12+00 n 11+.0 0 10+00 N.T.S. W 1-12"X6" REDUCER ,pa--�� I 1 ST 0\ o \ \ TEALBROOK DR U �ppO•L/c Ww \ \ \ . SS-01 NOTES ov�•• oRE �, 1. REFER TO COVER SHEETS FOR LEGEND AND ADDI11ONAL \ \ E R R � P Ste . - - - - - - - - - - - - - NOTES. I 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" �p'L • L- - - DUAL METER PIT SERVICES, OTHERWISE THEY ARE S/ONAU E� TYPICAL SINGLE " METER PIT SERVICES. WATERMAIN JOINT RESTRAINTS PLUG VALVE REDUCER TEE V Z W BENDS O J LENGTH OF RESTRAINED PIPE LL0 PIPE SIZE 8" 12" 5005 5005 FITTING L L ARV N/A N/A W 06 PROPOSED- 90' HORIZ. BEND 18' 25' D co EXISTING GRADE- 45' HORIZ. BEND 8' 11' CIO Q Z GRADE — — _ 22 1/2' HORIZ. BEN 4' 5 Q = J 5000 ^• 5000 11 1/4' HORIZ. BEND 2' 3' > — —71 -- — — D — — — — — _ _ REDUCER TO 4" 43' 74' Q m.� _ � REDUCER TO 6" 25' 62' N a a, REDUCER TO 8" N/A 45' z W w o `n o - REDUCER TO 10" N/A 25' 0 4995 - " o > 4995 TEE-RUN N/A N/A 12 C900 DR 18 PVC TEE-BRANCH 1' 2' PLUG/FH 41' 59' LO O - w NOTES 4990 w 4990 V) 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE w r, LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF w RESTRAINTS IS INDICATED IN TABLE. � N o 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST II BE RESTRAINED TOGETHER. 4985 > 4985 3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY FROM VALVES AND BENDS. 4. SINCE VALVES ARE CLOSE-ABLE, THEY ARE CONSIDERED A PLUG/DEAD END APPLICATION. 5. MIN 5.0' GROUND COVER READ. < m m o -v 6. ASSUMES 200 PSI TESTING PRESSURE. 4980 m m m m � 11 — m- m 4980 � co� Z f0O00 00M Mao Q Lp > O dLf a; d- CD - N CD �X co + > + rnNL_ mN � mN � CO cooN � DDO � 00t + 0) 04 M p i - ± rn m —O O 0 rn `_ O m 0 CONSULTING ENGINEERS d- . - ICI --zj- mo d- a QQ - - Q � � � Q � � QO_ � T(n Qn- X -Qa- � HOw CIL HOB I H0 748 Whalers Way 4975 NN — u~i � � c~n � v~i � � ~ � W En m: W cn ' to > 4975 Suite 2 Fort Collins Colorado 80525 Phone: 970.226.0557 15 00 14+00 13+00 12+00 11+00 10+00 9+50 Joe No. 1230.0009.00 SCALE H: 1"=40' V: 1"=4' DATE OCTOBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 104 Of 224 VERT: 1"=4' N SEE SHEET 111 SEE SHEET 112 LU I lb a /� \ \ LOT 14 oz e D LOT 15 \s cP J °I \a LOT 15 ° - \ / O � �iY cn w A \ LOT 14 _ LOT 16 S, \ — _ _ - - � pLOCy ° —S D °D P �� LOT 13 LOT 17 � \\ BLOCK 7 S _Lj ;Po LOT 18 S \ I� _ — — Q .07 30 ELCO �� LOT 12 STA.21x1276Tee WATER ESMT O ° In I STA. 10+00.00 STA. 15+32.00 WL-02 LOT 9 I Mo > l c� I /,9 LOT 19 _ OFFSET 8.29 m I I _j rtN LOT 11 0 \ I -1 HYDRANT ..J i o f DRAWN Q D I I, STA. 18+74.57 ¢ AIR VALVE VENT PIPE Q AIR VALVE VENT PIPE BRB TIE TO WL-03 Icn LOT 10 OFFSET 16.00' " CHECKED Air Valve STA. 16+97.89 2 A al I , STA. 21+22.07 DAP 2 Air Valve Q Valve RR - - m m STA. 19+74.65 HYDRANT ; " � 2 Air al e n22+s2 IRR-13 ° ►� 8 45' Bend STA. 18+23.54 STA. 14+55.23 DESIGNED 19LF8" PVC - - - - - - - - - - AIR - - - - - - - - 12 BFV - . . n I s J a I p D 1 g o ° BRB I M F_ 0 FILENAME SS-03 - - - KEY MAP 0009_WATER P&P D ° 0 106 LF 8" PVC yyL_02 N 14 8" PV 100 8" PVC " C - WL-02 �! �'\ " 306 LF 12" PVC j N.T.S. 21+00 20+00 19+00 18+00 d` 17+00`� 16+00 y 15+00 WL-02 14+00 = P00 Lac 22+00 ST-03 TEALBROOK DR \ ST-04 N NOTES o�F:•oRE•' P� ° T TO COVER SHEETS FOR LEGEND AND ADDITIONAL ' — - - — — 1. REFER PQ '� TA. 22+43.28 - - — E E E I E E NOTES. p\�G OAS 8" 45' Bend STA. 22+35.99 6 LF 8" PVC STA. 18+74.57 - J " 12"x6" Tee (SWIVEL) �� N 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" p'L ••..•..••G� 8 45 Bend STA. 21+29.14 DUAL METER PIT SERVICES OTHERWISE THEY ARE S� E� 1-12" BFV (NW) � 4NAL Bend 1-6" GTV (NE) L - - - TA. 15+32.37 TYPICAL SINGLE " METER PIT SERVICES. 6 LF 8" PVC 1-12"X8" REDUCER 2"x6" Tee (SWIVEL) -6" GTV NE WATERMAIN JOINT RESTRAINTS 42 LF 12" PVC PLUG VALVE \ �L� REDUCER TEE Z W BENDS O J LENGTH OF RESTRAINED PIPE 0) LL PIPE SIZE 8" 12" FITTING L L ARV N/A N/A W II 90° HORIZ. BEND 18' 25' D CIO 5005 5005 45° HORIZ. BEND 8' 11' � Q — — — _ PROPOSED �V11�L—�1 22 1/2° HORIZ. BEN 4' 5' Q = Q � — — — — — GRADE \ 11 1/4° HORIZ. BEND 2' 3' > J p 0 o rn _ _ —_ _ — _ REDUCER TO 4" 43' 74' � - - Ndam— --y, - - - - - XN_ _ - - - — - - - - - - _ 5000 �' 0 �I— II 0 — _ ,` — REDUCER TO 6" 25' 62' ~ rn z w � � > > O 5000 REDUCER TO 8' N/A 45' _ 0 0)- — — — EXISTING v GRADE Z II II REDUCER TO 10" N/A 25' 0 o 11 " `-4 z z > TEE-RUN N/A N/A Q , > 8 C900 DR 18 PVC - z TIE TO WL-03 z TEE-BRANCH 1' 2' PLUG/FH 41' 59' 12" C900 DR 18 PV 4995 C 4995 NOTES: 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE °° - ;m LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF _ RESTRAINTS IS INDICATED IN TABLE. o 8" C 0 1 PVC - - - 12" C900 DR 18 PVC 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST 4990 - W 4990 BE RESTRAINED TOGETHER. 3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY � o FROM VALVES AND BENDS. 4. SINCE VALVES ARE CLOSE-ABLE, THEY ARE CONSIDERED I A PLUG/DEAD END APPLICATION. z > 5. MIN 5.0' GROUND COVER REQD. z 4985 00 4985 6. ASSUMES 200 PSI TESTING PRESSURE. � � C � � "0 4980 0 = 0 0 0 0 C c C � � � z � 0 � � a�i a�i — m � � m m 4980 m m m m m m 0 ai 0 ^ 0- m m m m m^ m I- m m TST, INC. sf d- o0 0) r N O m O N momo ^ 3 W N M -r - rn 3 - ^ CONSULTING ENGINEERS t� N ' O In O U) 00 d' �p . _--gyp Z II b !n O O i" � In _ '* Z � N I� c W O M N N N to rn � r- d co M 00 cD m ao c�.�Z N I� d- _t>D � _ N 748 Whalers Way d Oc0 d ►� co � � ajd CV � O � �jN 0 -00 � d' tC � �� > d- x ..� -Nw .Ou7 ^ u7 Kj .- N d- " � d O � x M •- cXZ dNd'-� � d- � � M a N � z -LO d- - (6 0 1 cO N ->« (0co a M cO a > - M L0 � � N PO - C-4 0 .= a Mtn• _� > Suite 200 Fort Collins � � d' � N .- c � '�t �j � Imo - > O tGO : MOB > � � A Nrn � N � 00 Uj + rna0- + rnoD + ) 00 + rn00 + 000 _+ tea _ M00 + 0) + � rn � �` � � w rnN + a� N .}. rnN + rnN _+ > _ + � Nm-+ rnN + + 0) rn O rn O rn 00 + m a0 - + rn � T I- + 4 Colorado 80525 C*l m N O O rn O rn O 00 _ 00 CO 0p rn �p a� -tC a� rn O rn _ rn Phone: 970.226.0557 N � N " � NON N � N_Nd- N N � N N � Nd -N � � Cq � nja ax � � � � � � � � T_ � � L , "d A - d . I_ .14- � d N mod- � � i HOB FQ- O � Q � 0' Q � � add Q0- � Q � � ~ Q � � F- Q Na N H I-- HN - a H- H JOB NO. w ww w Q � � < CLM a Q � iY � c� � Q � � aa_ w� ¢ 0- X -Qa- w � a as �W � a0- < a X Q � irm aaW ¢ a WW—< 1230.0009.00 4975 (nH > N � > �j � = � � =-N � 2 N � 2 � � > � � � � � � NOS > N � � = I I I � � � � � > � � >-N � > NN � � > I -� � � NO2 N0 = I NOO (nF_ a 4975 �- SCALE „ , „ , 23 50 23 00 22 00 21+00 20 00 19 00 18+00 17+00 16+00 15+00 14+00 H: 1 =40 V: 1 =4 DATE OCTOBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 105 of 224 VERT: 1"=4' N Z 0 SEE SHEET 121 m z ILOT 30 LOT 27 `� �' - T\ LOT 39 o D LOT 26 / LOT 25 - S - - - S LL LOT 24 ( / S �� �� 0 WL-03 LOT 23 I cn' S LOT 22 LOT 21Is r° 12+60.85 z a ch LOT 20 i r D S+ OFFSET 27.00' LOT 19 _, HYDRANT LOT 17 \e� .° `� D d P S LOT 18 )T 2 I m I LOT 31 30' ELCO D S m LOT 1 WATER ESMT - �` `14 S ,LOT 16 — DRAWN I I S z i< D LOT 15 wjwD I STA. 16+05.03 �' R - I` ° 8" 22.5' Bend v f /S �S STA. 11+13.81 CHECKED S 8 45' Bend DAP TIE TO WL-04 LOT 32 I D D LOT 14 DESIGNED C _ �. BRB S - - S 03 — T D 13 LF 8 PVC FILENAME III- P D ,°, r e ° °e w ST n R ° �� LC Ell .' ' J D ° . ,D e° e D OD. LLYY e , ° e e „ � ° D ° i t ° s ° D D . 6 ° °" wL—oD W b ° " s d � P � • e r e� ` � KEY MAP o009 WATER P&P c D WL-03 D . 5 L PVC. P °104 LF 8 PVC° a° D ° °° 16+001 ., 15+00 8T 45'06 Bend ° L ° °D NTS -I — — — �� ° pe 0 L/ ,..... ``' S ' ; � °Y s — T s - s � i S s— i s s � "oo` .° D _ ru) LOT 13 I- NOTES STA. 16+66.37 Q, 21 LF 8" PVC STA. 14+76.26 • " " I K moo.•�0 ��JP,�p\� 8 GTV 0 I STA. 16+25.93 8 x8 Tee �' STA. 12+60.85 STA. 12+19.25 I P J Ce f 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL PQQ �G 2-8 GTV (NE)(NW) �. " „ " 16 LF 8" PVC'e L n 8" 22.5' Bend N 8 x6 Tee (SWIVEL) 8 x8 Tee I c.�. Icn LOT 12 NOTES. 1 7— STA. 14+76.26 1-6 GTV (NE) 2-8 GTV (NE)(NW) �a I. Q�c. ��FL �o•: STA. 16+54.97,1° 8 LF 8" PVC LOT 2 LOT 3 LOT 4 LOT 5 STA. 12+19.25 I �'� J 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" p'L •' „ LOT 9 I o -Soto, 'I cn .i DUAL METER PIT SERVICES, OTHERWISE THEY ARE S�ONA'L E G 8 22.5' Bend I -> I LOT 11 � „ I I LOT 1 BLOCK 8 LOT 6 LOT 7 1 � °� cliD TYPICAL SINGLE " METER PIT SERVICES. 21 LF 8 PVC I I WATER SERVICE (TYP.) LOT 8 �E D rn °D LOT 44� TA. 16+33.85 I 1R R I 8 x8" Cross - IR R iq R - iRd R _IR � TIE TO WL-02 I �° �� LOT 10 6 a 12+ - - - - - - - R f WATERMAIN JOINT RESTRAINTS 10.19 -f a •. ° " ° pn D ' °D °D • n V- �, . - I °- " 4-T— D D DR ` ° $` - III-o � -- aS�S-o3 PLUG VALVE TEALBROOK DR WL-02 rd B B w D 1 D a " n r- p > D • 8' " . D e i. ° ° D e °, iD r e �. D r A °. ° e D° ° > ° D ° REDUCER TEE � ! I uj SEE SHEET 121 _ Z J BENDS 0 LENGTH OF RESTRAINED PIPE 0) LL PIPE SIZE 8" 12" FITTING L L ARV N/A N/A W od 90° HORIZ. BEND 18' 25' D CIO 45° HORIZ. BEND 8' 11' co Q Z 5010 5010 22 1/2° HORIZ. BEN 4' 5 Q = J _ 11 1/4° HORIZ. BEND 2' 3' > REDUCER TO 4" 43' 74' Q REDUCER TO 6" 25' 62' PROPOSED REDUCER TO 8" N/A 45' Z W GRADE 5005 5005 REDUCER TO 10" N/A 25' N TEE-RUN N/A N/A Q Of rn TEE-BRANCH 1' 2' a 'n o PLUG/FH 41' 59' z0) m` - II N u o Z - NOTES _TIE TO W z Uj w L-04 5000 8 5000 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE - � " C900 DR 18 LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF - - - - - - 8" C900 DR 18 PVC - RESTRAINTS IS INDICATED IN TABLE. - - - - - - -_ - - - - - - .� - - - - - - TIE To wL-o2 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST -71 ExisTlNc_ BE RESTRAINED TOGETHER. GRADE 3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY 4995 .� 4995 FROM VALVES AND BENDS. 4. SINCE VALVES ARE CLOSE-ABLE, THEY ARE CONSIDERED 'oo A PLUG DEAD END APPLICATION. d pco ci .. 5. MIN 5.0' GROUND COVER REQD. a � 3 6. ASSUMES 200 PSI TESTING PRESSURE. z u _ v c a— 4990 - �aci m m m r_ c Z z m 0 z c c c a� _ a� z m m 4990 a� m m N a� a� a�^ m m m �n 0 m_ m �, in m— - m m m FT FT o , - Uj M Z N cfl ' —� M N 00 u7 c -L LO �j op pp -� N O rn N N O Z O • _ - M I� �n ' 0�0 00 Z N n a Z o0 OR r, (pN e}-`i N � � � � N M � OXO � � ODCO � N N r x Opp,—_ `- O 00 � u7 COS d 00 � � � � N II to cD 00 d cD d' O X of X -c0 00 co M —�.�rj a M rrj a -►� I�j N f� -N I� a O oo a I� rn r Qj r N i� N oo cp oo Do r A A z c rn0o— rnm rn � rn $ rnm rnm + rnm � + � � + � A + CY) � � rnm (7) rnm + °°' 0 Coorn00—c+c.a c+c � _c+ca' m.. -tornm- + rn + rn � � O Marnm- M � O0 M0 � � 0) 00 N0 N0 O ± � + 0m oZ __(0 � d d ICI � � N � � � � d I.-:% N-. � d N � � f�j � a- � F i- � � � � � � d — � � I�I � � I�I � � � N Od N ¢ � � 00 ¢ � �-Q � � ¢ � � -Q � � ¢ � �- CL aQ Qa- of00 TSN INC. How I I- O I- 00 i- 00 HO F- O -IQ- oO I- oo HOB HOB i50w Q0 � i500 I i500 1 Q00 Ho0 4985 F LLI 1 N � r� F- = i5 � 0 H O O I V) U p H O O I H O O I H O O CONSULTING ENGINEERS fn l— � cn l- = cn � = cn l- = N cn f- � cn l- � cn l- > cn l- � cn F- X: 0 F_ X: cn F- = U) X: 4985 ll 748 Whalers Wa Suite 200 Fort Collins 80525 18 00 17 00 16+ Ph 00 15 00 1 00 13+00 12+00 11+00 10+00 9+50 Colorado one: 970.22626.0557 JOB NO. 1230.0009.00 SCALE H: 1"=40' V: 1"=4' DATE OCTOBER 2024 40 0 40 80 SHEET ET scale HORIZ: 1"=40' feet ■06 of 224 VERT: 1"=4' N SEE SHEET 121 LOT 35� 8 / BLOCK 1 j o i j I I WL-04 LOT 34 LOT 33 LOT 32 r LOT 31 LOT 30 LOT 29 LOT 28 LOT 1 z / STA. 15+17.89 8T'A."16ee 2.81 0 0 ��- LOT 36 STA. 13+89.82 8"x6" Tee (SWIVEL) 19 LF 8" PVC 8" 11.25' Bend 1-6" GTV (SE) 3-8" GTV (NE)(SE)(SW) `'� I � ,. S S S S S S STAS 10+00.00 S /: I ''� S QO STA. 13+69.81 - - — -- — — — - - - - I- - — — 1- - - — -I- - - N - - -I G _ - - 8 45 Bend c� � o _ 'iij o W / G'� 127 LF 8'v PVC — `133 LF 8" PVC° 122 LF 8" PVC' — W o 0 LOT 37 WL 04 W. e STA. 12+30.36 ° 14+00 s 15+00 16+00 17+00 3 w Li . •o e a , 0 - OFFSET —132.7T - - - �— - - I- - " � — - - - - - ! e - - - - - - — 17+�5s— Q M S S S S STA. 15+17.89 1 HYDRANT / / / TIE TO WL-05 J Y W ® 26 LF 6" PVC / / _ OFFSET 6.50' U) t I' LOT 27 I j LOT 38 / . / HYDRANT LOT 13 co Q' LOT 9 LOT 11CK °' LOT 10 LOT 12 DRAWN G- reO / J / WATER SERVICE TYP. I I BRB STA. 12+40.56 0��°� / g x° LOT 8 BLOCK 1 LOT 14 1 �� LOT 26 e CHECKED 6" 22.5' Bend �s / �C I7 I DAP LOT 39 Arc ►y� iry R lr^v R — 1 '` I >— — • ° 30 ELCO I D �_ DESIGNED ►,��1! �.� E WATER ESMT - � _ B R B / I LOT 7 �- �® ® ® I I o LOT 15 N LOT 25 0_ FILENAME r° r KEY MAP 0009_WATER P&P �\ \ ,& `*0, / STA. 12+41.07 �° z N.T.S. / LOT 40 / � Q " " DO L/ 8 x6 Tee (SWIVEL) C �"o ( ) P ' T • • —8" GTV (N) ® f �N BLOCK 1 1 _ I NOTES �. pRE P\1 1-6" GTV (W) . LOT 16 30' ELCO LOT 24 c��� I WATER ESMT 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL P i LOT 41 �/ OQoe %� LOT 6 _ 77 NOTES. 1 I — " �� 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4 O'� •'• LOT 5 �r LOT 17 cn I LOT 23 DUAL METER PIT SERVICES, OTHERWISE THEY ARE TONAL E� STA. 11+04.06 / / % �� ° a 1 cn I' I TYPICAL SINGLE " METER PIT SERVICES. of T 18" 22.5' Bend / /` Ts M LOT 42 Ali ® I� I WATERMAIN JOINT RESTRAINTS " LOT 4 LOT 18 o I 0 _ 20 LF 8 PVC — }.o + . ° I LOT 22 10 1 1 I° I 1�- I L L , CC T' - - STA. 10+82.75 � PLUG VALVE " fa 1 8 11.25 Bend i I: I LOT 3 — N� I — — — — — — — r1r F LOT 43 I I 1 LOT 19 I 1 a LOT 2IL ¢. a; 0° Fr o J - - 3 S— — 5- - - - - - - -- REDUCER TEE �r I / 1 -LOT 44 0 N LOT 1 ® LOT 20 LOT 21 - - - - -5 LF 8" PVC ^ 1 - -STA. 10+05.23- - - — - - - � � � - - - - - - - - - - -I - - - - - - - - - - _ — '° 8 22.5' Bend — T _ — ® � b q - 10+00 TIE TO WL-03 a p P ll�mt. L- - e ° - E E E E� E BENDS O J ` co SEE SHEET 106 SEE SHEET 116 LENGTH OF RESTRAINED PIPE O PIPE SIZE 8" 12" FITTING L L a ARV N/A N/A W ad Ian 5015 5015 90` HORIZ. BEND 18, 25' D a) WL O� 45° HORIZ. BEND 8' 11' CO a Z 22 1/2° HORIZ. BEN 4' 5' Q = Q 11 1/4° HORIZ. BEND 2' 3' > J REDUCER TO 4" 43' 74' Q 0. 5010 5010 REDUCER TO 6" 25' 62' cr REDUCER TO 8" N/A 45' W PROPOSED ^ REDUCER TO 10" N/A 25' 0 GRADE TEE-RUN N/A N/A Q m v TIE TO WL-05 TEE BRANCH 1' 2' 5005 O a " C900 DR 18 PVC 5005 PLUG/FH 41' S9' t6 w 8 NOTE& 8" C900 DR 18 PVC 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF RESTRAINTS IS INDICATED IN TABLE. 5000 TIE TO WL-03 5000 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST lol- - — — — — — _ _ — — — — — — — BE RESTRAINED TOGETHER. Co ` � — 3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY _ < FROM VALVES AND BENDS. _ EXISTING GRADE — — � II 4. SINCE VALVES ARE CLOSE—ABLE, THEY ARE CONSIDERED 00 A PLUG/DEAD END APPLICATION. z 4995 4995 5. MIN 5.0' GROUND COVER READ. } M 6. ASSUMES 200 PSI TESTING PRESSURE. � o - a _ - II —Q N - w 4990 °D m `� a Q 4990 N N II m N N H H� N N cD � N ^ ao N CONSULTING ENGINEERS L0 CV N O I r) O � COcD w ~ coo CA co� CV . O 00 a 06 6 0 a o �X t0 - 00 .= CV LO r7 748 Whalers Way + m 00 + Cn 00 00 O 00 O 00 + O 00 �- O 00 + O 00 O rn O rn + + O + O r7 O O O CO O C9 Suite 200 Fort Collins .- � N � � N � 't � � N C9 C9 T A N .- � N .- U N •- � N Colorado 80525 Q a- Q a- w Q CL a' Q CL (D 00 Q CL' Q a CL' Q O- � (pOf H O O H O O B O O H<_ I I 1— 0 0 1— F I H O O 01 Phone: 970.226.0557 4985 N F- = C/) m 2 !n 0 0 1 to 0 = Nam = V) I— = (n m n 4985 JOB NO. 1230.0009.00 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 SCALE H: 1"=40' V:1"=4' DATE OCTOBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 107 of 224 VERT: 1"=4' N WL-05 z 0 � a z it O Fj)_ w W Li m BLOCK 2 DRAWN LOT 7 LOT 6 w o w 'el I BRB 8 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 W LOT 6 CHECKED [8- A. 11+24.54 1 I J I DAP 45' Bend WATER SERVICE (TYP.) I w m I DESIGNED S S I I I Os BRB F- - - - - - - — ID° TIE 1 WL-06 O 311 I i S r FILENAME D.. /. ° \ 'e -� S -- -37 LF 8" PVC, �z I° I--I - KEAYM` AP 0009_WATER P&P —� ° eD° ° • °g D ^Oe —r WL-05 I °D �p,DO•Lac STA. 11+17.57 D D. D NOTES 8 45' Bend 12+00 303t LF 8" PVC '13+00° M 3 D 14 0-0 T�02 14+65 D$ D - 1,W.I pp .•�•p•RE •• �- - - - -° - - -I- D LOT 9 I W -1o. S MII S S �� S S S rt �S S ° a, I S S 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL G I: I I NOTES. p�� p� • 30' ELCO I I I I WATER ESMT 6 LF 8" PVC I D :1° I . � 2 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" •.�o• � I !D DUAL METER PIT SERVICES, OTHERWISE THEY ARE �G �ONAI.ECG a I LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 7 LOT 8 TYPICAL SINGLE " METER PIT SERVICES. I `i' °, � I � LOT 10 � STA. 10+28.10 I I° � 8" GTV (NE) I a D ° I I Fd R I Fd R I Fd F� 113 RR I — . I w i ')T"J , WAT RMAIN INT R IN E JO REST A TS W I HARWOOD I LN I I I I I �W PLUG VALVE V1 _ STA. 10+04.00 17. 8"x8" Tee 1-8" GTV (NW) TIE TO WL-04 I , E� STA. 10+00.00 ° w DIP LOT 28 I i I I y REDUCER TEE Z W SEE SHEET 107 SEE SHEET 116 SEE SHEET 121 O J LL O - z > 0 BENDS am 0. LENGTH OF RESTRAINED PIPE m LU ad PIPE SIZE 8" 12" FITTING L L a ARV N/A N/A � � J 5015 5015 90° HORIZ. BEND 18' 25' > 0. PROPOSED 45° HORIZ. BEND 8' 11' cr GRADE _. 22 1/2° HORIZ. BEN 4' 5 z Uj 11 1/4° HORIZ. BEND 2 3' O 5010 � o — 5010 REDUCER TO 4" 43' 74' a 0 0 REDUCER TO 6" 25' 1 62' z TIE TO WL-06_ m (' "' REDUCER TO 8" N/A 45' TIE TO WL-04 11 REDUCER TO 10" N/A 25' 5005 _ 5005 TEE-RUN N/A N/A ti o z 8" C900 DR 18 PVC TEE-BRANCH 1' 2' �= EXISTING PLUG/FH 41' 59' GRADE m NOTES; 5000 - - - - - - -- - - - _ 5000 - - - - 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE o LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF g RESTRAINTS IS INDICATED IN TABLE. 00 Z 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST 0 BE RESTRAINED TOGETHER. 4995 Z z 4995 3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY FROM VALVES AND BENDS. -v m °° — c 4. SINCE VALVES ARE CLOSE-ABLE, THEY ARE CONSIDERED o ~3 C*4 rn • d- °° o w m °� m A PLUG/DEAD END APPLICATION. 4990 do'- 1100x v o c� o m 0) r N � >v ^ 4 � - N d" b � d m m_� c� m 4990 5. MIN 5.0 GROUND COVER READ. 0 O 00 + � 00-� � � N N + 0 t f- + 0 00 + 1 00 00 O O O —Cq L" M In + o ri + O o O t� r O _ o N M M o o °' " ''� 6. ASSUMES 200 PSI TESTING PRESSURE. p0 C9 _rtn -00t 00 r � � a r � N _ ram N + 0000 + O � � OOr + O Ntt -Qaa'—p0o0 r � � Qa. � 00 Qa- W Qa � — � tn � � � 000 't000- Q a W ao F- o r � a a_ � O I r o o I- o oran r 'n H- TST INC. w CONSULTING ENGINEERS I- 0 0 1 � 0- - H O � p w (n H > r (n H 2 -(n H 2 _ - � a_ Q a H O Q CL Q_' N � 2r > I— O �i� HO LiJ Qa w I— O 4985 N � � — - ~ > N f— ~ 4985 748 Whalers way Suite 200 Fort Collins 9+00 10+00 11+00 12+00 13+00 14+00 15+00 Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=40 V: 1"=4 DATE OCTOBER 2024 40 0 40 80 SHEET ET scale HORIZ: 1"=40' feet ■08 of 224 VERT: 1"=4' N WL-06 Z 0 z � O m w > 0 Ld SEE SHEET 122 w ° LOT 6 \ 0 E E E= E E E— E ESE E o E a' 16 IT ° DRAWN d 1LI i d EI i d l�i B R B 1' CHECKED BLOCK 5 DAP LOT 1 �� w TIE TO WL-05 � o DESIGNED BRB I LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 _ z 5 LF 8" PVC FILENAME KEY MAP 0009_WATER P&P STA. 10+06.00 8"x8" Tee WATER SERVICE (TYP.) 2-8" GTV (SW)(SE) ' N.T.S. L, m DO L/c ~ STA. 19+15.19 - �P - - - -S - - — S= — - - S- - ' — _S — S - - - - i O NOTES er010 'RE'' oo CCp O a o " 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL PQ ' I: ° b o _ ° — — NOTES �G ALLEY M 10+0o ° WL-06 s 13+72 ° �W Q���`�G� p 'N° W sr o2 _ _ 11+00 12+0o M a 13+0o r�3� o ° 2. ALL WATER SERVICES LOCATED — - 3 , S S S S S s S S S S — ° DUAL METER PIT SERVICES, OTHERWISE THEY ARE /'""' °'' ° ONAL rn i' — �''� TYPICAL SINGLE " METER PIT SERVICES. TIE TO WL-07 _ — jy, ° ° F LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 P I w �1 — pl LOT 9 WATERMAIN JOINT RESTRAINTS L i Rd R i Rd RR f i Rd R 1 R R L PLUG VALVE REDUCER TEE Z W O J LL - O 77777 > pC BENDS am 0. LENGTH OF RESTRAINED PIPE m LU 06 5015 5015 PIPE SIZE 8 12" a FITTING L L ARV N/A N/A > j 90° HORIZ. BEND 18' 25' a 0. 45° HORIZ. BEND 8' 11' 1""_ cr 5010 5010 22 1/2° HORIZ. BEN 4' 5 z LU 11 1/4' HORIZ. BEND 2' 3' O F_ REDUCER TO 4" 43' 74' a .. REDUCER TO 6" 25' 62' PROPOSED GRADE M REDUCER TO 8" N/A 45' 5005 - m 0 5005 REDUCER TO 10" N/A 25' TIE TO WL-05 O o� 0 TEE-RUN N/A N/A O d cn LO TIE TO- tno a WL-06- TEE—BRANCH 1' 2' 8" C900 DR 18 PVC _ z PLUG/FH 41' 59' EXI STl N G GRADE NOTE 5000 - - - - _ _ - - - - - 5000 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE - - - - - --- - - - - - - - - _ - LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF RESTRAINTS IS INDICATED IN TABLE. 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST BE RESTRAINED TOGETHER. 3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY 4995 4995 FROM VALVES AND BENDS. 4. SINCE VALVES ARE CLOSE-ABLE, THEY ARE CONSIDERED A PLUG/DEAD END APPLICATION. 5. MIN 5.0' GROUND COVER READ. 6. ASSUMES 200 PSI TESTING PRESSURE. 3 v v v_ v 4990 � m_ m- m- a 4990 TST, INC. O ~W O m (0m M m- M m CONSULTING ENGINEERS O ap m r) 0 • - rM r� -m oo lf7 748 Whalers Way x >> O Suite 200 Fort Collins OO p 00 F- r 1* 00 (0 00 A + p s Colorado 80525 0 CD M 00 00 r j � G0 r j M m r7 O Phone: 970.226.0557 Q W m ~ I— o0 1 Qa- w Qo- ir Qa_ w H �O � N � � o ~ F— o ~ r o ~ � roe No. 1230.0009.00 4985 � �— = N N � � U) cn � �' N H � 4985 9+50 10+00 11+00 12+00 13+00 14+00 SCALE H: 1"=40' V:1"=4' DATE OCTOBER 2024 40 0 40 80 SHEET ET scale HORIZ: 1"=40' feet ■09 of 224 VERT: 1"=4' N z WL-07 z it O Fj)_ w y LNd 13 LF 8" PVC LOT 12 LOT 10 LOT 9 STA. 17+27.26 S- S- S - S HD STA. 16+29.03 8" 11.25' Bend \\ ESE D WATER SERVICE (TYP.) V�OFFSET -24 = - - - - LOT 11 .47' �' S \ E D STA. 15+13.93 HYDRANT �` 11E TO WL-16 W LIJ 8"x8" Tee BLOCK 8 S �� DpvC °17+41° NIL-1 6 w \ / LOT 14 2-8" GTV (NW)(SW) S W W- l 9� 9 LF 8 ���+°o - P - - - - - - o A14STA. 10+00.00 ;_ _ ` 11 °,I ° . I I LOT 76 W . 12+63.59 STA. 13+92.29 S , - WW \ 8" 11.25' Bend OFFSET -25.68 LOT 13 ° N 8 -+ F o° D° � LOT L o LOT 44 _ D °HYDRANT K • + I .� • S � ` E`! �14 �6 .L J. STA. 12+54.41 LOT 2 �, W, - ' y A �" P , - I° � DRAWN 8" 45' Bend LOT 3 S, o - ' D �� ,� \ I' D " I• I LOT 75 BRB LOT 4 BLOCK 6 °„ vC pp - LOT 43 �� o Ln l CHECKED `F° 8 p �5+ - STA. 16+29.02 w DAP \ LOT 5 S ,1� D 12� ° \N 8"x6" Tee (SWIVEL) LOT 45 1 ° DESIGNED S 1-6„ GTV (NE) LOT 74 LOT 6 STA. 12+43.39 � � 4}pp N N V ° o ° W \ I BRB \ 8" 45' Bend W S i LOT 15 `` \\ e' I ° D 1° FILENAME S c U) LOT 42KEY MAP y ' ST``3e �` I . co rtN LOT 73 N.T.S. 0009 WATER P&P LOT 46 I �J I 1 ] BLOCK 8 b D Pp0 L/c LOT 16 - NOTES �`•'...... 8 LF 8" PVC LOT 41 �� �•• RE p�' STA. 13+91.78 I D 1 I s \ N N LOT 19 8"x6" Tee (SWIVEL) BLOCK 8 I° cn - wl LOT 47 �I ° I LOT 72 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL G PQ TIE TO WL-06 IDLr_ 10 LF 8 PVC 1-6" GTV (NE NOTES. „ LOT 7 to I'- °J a eo [� LOT 17 Q , o° 1 �ec�j I w " � •• � 3 LF 8 PVC o- `� -- LOT 40 LOT 48 N P LOT 71 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4 O� •....•• G� cl I D ° 00 N�tn LOT 18 _ w 1 J• I° DUAL METER PIT SERVICES, OTHERWISE THEY ARE TONAL E� STA. 10+48.82 1 I �_ _ Q BJ TYPICAL SINGLE METER PIT SERVICES. dy-ev 8 22.5 Bend P LOT 8 y 1° STA. 11+52.88 - LOT 18 - T NI J. LOT 39 LOT 49 cn LOT 70 p 1 13 LF 8" PVC 8" 45' Bend _ STA. 10+62.89 1 LOT 19 w cn 43 LF 8" PVC 8" 2' 5' Bend o LOT 17 � I P N hew _ W � 72 LF 8" PVC W l 16 LF 8 PVC- ' - o _ _ Q,� LOT 38 LOT 50 cn LOT 69 10+0 ST-3J I 1 S �. D 11+00 • IN O .J_j w -� WATERMAIN JOINT RESTRAINTS o LOT 20 I D - - - - - - - - - - - - - o - LOT 37 LOT 51 I LOT 68 I I` z - D° � .I I S S S °S S° (/i �� L 0 -- STA.° 1 +04.15 ° I Po° D , " „ I Fr PLUG VALVE 8 x8 Tee STA. 11+35.69 INS3 NMVM < ■ .OT 17 2-8" GTV (NE)(SE) 8" 45' Bend I LOT 21 cn o013 0£ 9 STA. 10+00.00 LOT 16 P - D I ,I cn LOT 36 a LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 - 3 LOT 52 v�l ' �N LOT 67 SEE SHEET 111 SEE SHEET 112 1y Co REDUCER TEE Z W 0 J CO LL -> O y 0 BENDS Q Q 0. LENGTH OF RESTRAINED PIPE m LU 06 5010 5010 PIPE SIZE 8" 12" _ FITTING L L ARV N/A N/A > j PROPOSED- 90` HORIZ. BEND 18' 25' GRADE 45° HORIZ. BEND 8' 11' cr 5005 5005 22 1/2" HORIZ. BEN 4' 5 z Uj 0 11 1/4" HORIZ. BEND 2' 3' O � � o REDUCER TO 4" 43' 74' Q II EXISTING TIE TO WL-06 8" C900 DR 18 PVC N z - - - GRADE - _ _ _ _ _ , _ _ REDUCER TO 6" 25' 62' REDUCER TO 8" N/A 45' 8" C900 DR 18 PVC - - TIE TO WL-16 5000 •� - _ - - _ _ - - - - 5000 _ � TEE-BRANCH 1' 2' - J PLUG/FH 41' 59' a- N aop 0NOTES: � 4995 z II o ° 4995 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE Z > o Z > LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF r ? a- z RESTRAINTS IS INDICATED IN TABLE. o 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST � Z > BE RESTRAINED TOGETHER. �° M - (n U) 3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY c C M ¢ rn -v 0 .. r- I _ � N w m m c o, c �° �° m -o n -v -o >_ 0 3 m FROM VALVES AND BENDS. 4990 m to m m m z 1 0 - c c c c- Q r- 0 to - 4990 � 0 m vai a °0 m m in °' m ^ � a� ^ in 4. SINCE VALVES ARE CLOSE-ABLE, THEY ARE CONSIDERED LO W � N-� N o_ m I N _M m 0) m 0) m m_00 w a M I- 3 - N w c0 C`! A PLUG/DEAD END APPLICATION. 00 N CO O co O OD rn M in et U) U7 0 In C) r0 t0 � Op c0 ' ^ O a Z Z - O r 7 >; Z N 0 ppON-CV00 �j � ~ n1 � � d' d: � � �.jr � -� co � d: c� � r � � � �Cl � .- M Xv it OOm.� opc0 � � 00 00 {- d' OR -000st M � a � � � � a U) t0 � a -F) 0 roco U) O In0 � Oa > cV � Oa > _ NOa N0a + + 000-+.0 + Om + 000 + om �- oOo + 000 _+ oa + rna + rna o� + OoO - � o _+ 0) 00 � om � + om 5. MIN 5.0' GROUND COVER READ. 00 0 p0 00 .- 0 � 0 NO NO NO MOW MO m 0) m trjO00 MO cs + O (� t00 0 � O ,n N a L0 N-� L0 N- rn N ,n t\i Ln r`i � N rn ni � � ,n N m N - r N N 6. ASSUMES 200 PSI TESTING PRESSURE. aw � 00 ¢ ate-a.a �- aw � Qa � Qw � -aa ¢ � � ¢ w � ~ aaWco a = a moo l I- oo moo- moo moo l- oo Qa � I- oo I � ooao 1-00 1 � 00 4985 (n1- 2N -fnH = Nam = tnH2 U) m: I- ool- oo cn � = c~no F- o t- o I- o lnl- = tnl- = �`' cn � �' cn � � cnr �-cnr = �- cn � = N cn � = �- cn � = 4985 TST, INC. 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 LE H: 1"=40' V:1"=4' SCA DATE OCTOBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 110 of 224 VERT: 1"=4' N NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" zo DUAL METER PIT SERVICES, OTHERWISE THEY ARE z TYPICAL SINGLE j" METER PIT SERVICES. o > 5; v, w w WL-08 SEE SHEET 114 SEE SHEET 110 w r LOT 27 LOT 25 LOT 24 LOT 23 LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 Q ' LOT 15 LOT 13 LOT 11 � 7 °T LOT 16 / I LOT 14 LOT 12 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 I I LOT 28 LOT 26 STA. 13+23.94 �' STA. 17+93.50 WATER SERVICE (TYP.) 8"x6" Tee (SWIVEL) STA. 10+71.24 \ m 22 LF 8 PVC " 1-6 GTV SE) 8 11.25 Bend S ,\ S S 8 11.25 Bend I � °° LOT 16 S S S S S S S S S S S S - - S S r DRAWN / — —1:7- — — — � — — — iF — — — — — - - — - - — — W -- — =02 BRB S S S S S Wyy S S _ S i. STA. 18+16.59 — =SS-2D —,—. — — 3 — — — — -- — — - - i ° ,. .. ., . a . o• � F— � ' �o � — — -_ — — �O+ \ NECKED SS 8 45 Bend U > O \ . 8 , DAP / J LEY E o 1 I °ALLEY D - 'v 1 w J 17+00 16+00 0 �, 15+00 14+00 w vC r LOT 17 _ a ,.. - g . o p. a, o � e ° o . "' 00�. - 13+ a12+00 �11+00� 8 p � r \ DESIGNED O Pc. r � _ S L O• 0' T O � o � k 0 S . a o. qua+ 3 _ - _ _ 3K S�,3M - — - WL-08 M _ - �\ BRB eQ Q /- I— , a251 LF 8" PVC LOT 18 o - S S $ $ S S S S S S $ S S S S S S 3 S k- S— — S S S — M a► 'S \ FILENAME LOT 29 STA. 10+00.00 1 \ KEY MAP 0009_WATER P&P LOT 30 8"x8" Tee \ \ N.T.S. 19 / /, , � // LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 I. I LOT 31 LOT 32 LOT 33 LOT 34LOT 35 LOT 36 2-8" GTV (NW)3SW) 1 \ P00 Llo •...... A 1 +1 9 \ WATERMAIN JOINT RESTRAINTS ��• RE �- � • ?� F ! STA. 14+18.98 STA. 13+23.94 ' STA. 19+03.0 " LOT 37 LOT 38 LOT 39 LOT 40 LOT 42 \ O :•ap alp` 8 GTV OFFSET —7.51 LOT 41 LOT 43 c�; �'` �O .P0 o°- PQQ �G 8 GTV IR iSW Fd R irv�BLOCK T iFd R ifs R w, irvi R - IrR R HYDRANT — — IFd R J ea L 0 1_ rIRR-06 41 GO l - BLOCK 8 ` PLUG VALVE o• a STA. 19+16.03 I ) TONAL E� c I 8" 45' Bend z STA. 14+52.44 E \ a I 8"x8" Tee E E E E I w STA. 10+00.00 / y w ST-3A 60 o ,� �; �\ REDUCER TEE �ji ® I �I I \ � -I E-e LOT 44 loll I � B TIE TO WL-09 LOT 37 LOT 35 LOT 33 LOT 31 TLOT 29 N WL_09 \ LOT 30 LOT 58I LOT 56 LOT 54 LOT 52 LOT 51 LOT 50 LOT 49 LOT 48 LOT 47 LOT 46 \\ BENDS LOT 36 LOT 34 LOT 32 I oje I LOT 59 LOT 57 LOT 55 LOT 53 LOT 45 \ LENGTH OF RESTRAINED PIPE PIPE SIZE 8" 12" SEE SHEET 112 FITTING L L NOTES: ARV N/A N/A 90` HORIZ. BEND 1 g' 25' 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE Z W LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF 45° HORIZ. BEND 8' 11' O j RESTRAINTS IS INDICATED IN TABLE. 22 1/2° HORIZ. BEN 4' 5' 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST . LL BE RESTRAINED TOGETHER. 11 1/4" HORIZ. BEND 2 3' �_ O 3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY REDUCER TO 4" 43' 74' FROM VALVES AND BENDS. REDUCER TO 6" 25' 62' 4. SINCE VALVES ARE CLOSE—ABLE, THEY ARE CONSIDERED REDUCER TO 8" N/A 45' A PLUG/DEAD END APPLICATION. REDUCER TO 10" N/A 25' m W 06 5. MIN 5.0' GROUND COVER READ. TEE—RUN N/A N/A D 0) 6. ASSUMES 200 PSI TESTING PRESSURE. TEE—BRANCH 1' 2' Q Z PLUG/FH 41' 59' Q = Q > J Q � 5010 5010 Z W O - O INSULATE & INSTALL - - BLUE—BOARD UNTIL MINIMUM - COVER IS OBTAINED. 5005 PROPOSED 5005 GRADE EXISTING � GRADE - LO 5000 — _ 0°" N _ - - - - - - - - - - - - - 5000 ------ pm— ` 8„ C —0 0_ N > N > — — ' a" C900 DR 18 PVC 900 DR 18 PVC '� o z z Olt- -TIE - _ - TO WL-09 - 4995 0 � 4995 0_ I z II 0 z i� io z CO V '3 -v rn c N c 4990 ~- m m = - ( — c c m m 4990 TST INC. m m N� N_Q 00 N m N m In m^ n a N m_ m rn H Ill m.-. I-r• . CONSULTING ENGINEERS • 0) 0 0o -z � -'t r� 00 w d' W C! O 3 pM � d moo .- et CV -� u7 ' -Q -� -4- Mrn _0� 04 Z Oda N Nlnr Or- a Z 748 Whalers Way �- O cV tp d� -CAI -N I I N 00 m to_ In tD v_ • r7 M 00�-' rn a o0 a 0) 002 — 00 l -00 r) _00 In rri cX N I� � (D v N l aX I rn a - O m ax SuiColooado 805251ins + rn 00- + 0 00 + rn 00 + m 1_+ QO - -+ 00 + rn + rn � +. 00 + m 00 + m 00 O Phone: 970.226.0557 rn O0 rn n d- _ o� rn (� M C9 O O � �' IV ¢ 0 0 ¢ dam 1- I- oo I- o0 � o I- 0 1- 00 1- o I— o I F- 00 1 - — I- o0 I- o0 1 4985 - (nF- 2 f� F- 2 _ Q °- w� ¢ � w� ¢ � � ¢ aW� ¢ � W�oo ao_ �ic ¢ a. � ¢ � � ao JOB NO. N F- 2 !n C) U) F- > fn F- 2 fn F- > 0.12 f� F- X: � F— = - NF— = N 4985 SCALE „ , „ , 20+50 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 H: 1 =40 V:1 =4 DATE OCTOBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 111 of 224 VERT: 1"=4' N NOTES: 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF RESTRAINTS IS INDICATED IN TABLE. 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST BE RESTRAINED TOGETHER. o F_ 3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY N FROM VALVES AND BENDS. o N 4. SINCE VALVES ARE CLOSE—ABLE, THEY ARE CONSIDERED A PLUG/DEAD END APPLICATION. 5. MIN 5.0' GROUND COVER READ. 6. ASSUMES 200 PSI TESTING PRESSURE. WL-09 Q 0 m DRAWN BRB SEE SHEET 111 SEE SHEET 110 CHECKED DAP DESIGNED ■ ■ ■ ■ -O ■ , L�JI z�W oeIL_J iR R IR R BRB I I D FILENAME z ° E E E \ 1 KEY MAP 0009—WATER P&P E I W v \ LOT , N.T.S. Ln I` I TIE TO WL-08 � � PO -!c a �� NOTES �.°.... OAP O� R Q 15 LF 8 PVC LOT 44 �`\ LO 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL o;• p.Q G cn NOTES. �p\\�� II STA. 19+35.46 ,7 8 STA. 10+00.00 Q� o • c�, { BLOCK � a . \ \ _I 11 BI 7 �i ui � �pI u u » " 8" 45' Bend �UI m ��°JI 8 I 8�;�1 L I 8 x8 Tee ` 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4- LOTO� ••. .•.. G� I 37 LOT 35 LOT 33 LOT 31 LOT 29 • LOT 30 N LOT 58 LOT 56 LOT 54 LOT 52 LOT 51 LOT 50 LOT 49 LOT 48 LOT 47 LOT 46 2-8 GTV (SW)(SE) \ ��� DUAL METER PIT SERVICES, OINERWISE 1NEY ARE �O E� 63 LF 8 PVC STA. 21+27.99 TYPICAL SINGLE " METER PIT SERVICES. NA `O \ LOT 36 LOT 34 LOT 32 STA. 15+03.49 ocn I LOT 59 LOT 57 LOT 55 OT 531 LOT 45 �° 1 BLOCK 7 I STA. 14+70.38 WATER SERVICE TYP. S 1 1 9 STA. 18+71.17 8 x8 Tee �9 8" 45' Bend STA. 10+00.00 8" GTV ( � S x — S — S— — S —S S y�y S S — S — \� UO o� . — -r --� — S— - -S I- - - � — S— - -5- —S j— S— —� ea �� S � o . - o °° ° ` ea E Lc _j w o S�� r�3M WL-09° oo v ° 10 00 JN Ld ir 18+00 A 17+00 68 L 8 PVC `16+001` 15+ 503 F 8 PV ALLE 00 �° 14+00 `�13+00 12+00 11+00 W IX o "off' Y °C I° $` I ALLEY Q b�`' I �— WATERMAIN JOINT RESTRAINTS Ma - o M - - — 3 — — - - — — — — — — — Q J _ ` �I ASS-SS LO �c� - - — — � — — � -- - - -I - - - I — N > S O S SI— S S S S S S S �S S S S S S S S 9y STA. 15+36.43 I N PLUG VALVE 8" G11/ I ° e LO - LOT 38 LOT 40 LOT 42 LOT 44 LOT 46 LOT 48 LOT 61 LOT 63 LOT 65 LOT 67 LOT 69 LOT 71 LOT 73 LOT 75 j le I° I LOT 68 LOT 70 LOT 72 LOT 74 LOT 76 a 17 LOT 39 LOT 41 LOT 43 LOT 45 LOT 47 LOT 4910 `ol LOT 60 LOT 62 LOT 64 LOT 66 j J LO1 kREDUCER TEE Z LJ SEE SHEET 113 SEE SHEET 119 O J / CO LL BENDS 00 5010 5010 LENGTH OF RESTRAINED PIPE ..n 09 _ W 06 WL.—V:f PIPE SIZE 8" 12" D co FITTING L L co Q Z ARV N/A N/A Q = J 5005 5005 90° HORIZ. BEND 18' 25' > PROPOSED GRADE 45° HORIZ. BEND 8' 11' Q 22 1/2' HORIZ. BEN 4' '5 }.. 11 1/4° HORIZ. BEND 2' 3' z W EXISTING m O F GRADE REDUCER TO 4" 43' 74' 0 0 — REDUCER TO 6" 25' 62' 00) Q 5000 — - - — oa - — 0 . — —— 5000 _ - II II a 8" C900 DR 18 PVC REDUCER TO 8" N/A 45' REDUCER TO 10" N/A 25' i 8" C900 DR 18 PVC N N TEE—RUN N/A N/A z z TIE TO WL-08 TEE-BRANCH 1' 2' _ PLUG/FH 41' 59' 4995 _ - — — — — — — 4995 OF 4990 4990 >_ LO v 'v Q � r. 4985 c c z � m c m N 4985 m m m m� m U) II H m m� �^ � N (0 to � 00 ' m W ON` O Oa m z — + rn 00 + rn 00 + rn o0 + rn o0 + rn °0 + rn � + m 00 ~ + 0 00 CONSUTLSNG ENGINEERS =77� � IV � � IV � � O � � � M N 14. 0) r � O O � CD rV 748 Whalers Way HOO HOO HO 1 HOw HOO ~ p Ha 4980 cn � = N � 2 N � � Q � � � Q � � � Suite 200 Fort Collins lil N �il N am = N N O �il I V) O O I Colorado 80525 > N ~ = N 4980 Phone: 970.226.0557 20 00 19+00 18 00 17 00 16+00 15+00 14 00 13 00 12 00 11+00 10 00 9+50 JOB No. 1230.0009.00 SCALE H: 1"=40' V: 1"=4' DATE OCTOBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 112 of 224 VERT: 1"=4' N Z 0 z � O (n w W SEE SHEET 112 SEE SHEET 118 w LOT 57 N -FN -p i - ;° I STA. 17+80.37 I •° I I LOT 62 LOT 18 �_I STA. 12+84.02 12"x8" Tee" n _OT 58 N e° 0° 1' �N LOT 61 V) .N p° I° 8"x8" Cross 1-8 GTV (NW) O DRAWN N , I. LOT 19 3-8 GTV (NE)(NW)(SW) 1 12" BFV (SW) 26 LF 8" PVC 71 �1 STA. 13+32.94 BRB STA. 13+28.00 H I [� 1. a I a, 58 LF 8" PVC W CHECKED E- _ STA. 15+55.94 DAP LOT 59 j f I STA. 10+26.40 o z N Ip " " 8"x6" Tee (SWIVEL) I LOT 20 I op ° STA."13+38.65 1-8" GTV SW STA. 17+20.64 / DESIGNED 1-8" GTV (NW) -� �I 8 x6 Tee (SWIVEL) ( ) 8 22.5 Bend / / W - . 1 STA. 10+00.00 1-6" GTV (SW) '�' -6 GTV (SW) - - -x - - - - _ BRB . ° p ° ° ° . 8"x8" Tee y ° _- FILENAMEOO STA. 15+03.49 ,��� ��� KEY MAP 09_WATER P&P I I I I I IIRR-02 I I I I i 216 LF 8 PVC 163 LF 8 PVC N.T.S. WL-10 � MOUNTAIN WILLOW WY " I �� � `�' 10+00 11+00 w 0 LF 8" PVC 12+00 13+00 14+00 15+00 16+00 17+00 NOTES° ap `��� �10 vim.'�'` w N ° 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL P ° 1 .eD,. . �1 0 ° 1 �I STA. 10+26.40 w �� ��/ p NOTES. ����� Gp� p•' )T 29 0 °° jo OFFSET 21.51 _ LOT 1 STA. 13+38.65 1 1 / n� / 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" HYDRANT - -� OFFSET 21.53' STA. 15+56.00 / / / DUAL METER PIT SERVICES, OTHERWISE THEY ARE TONAL E� LOT 48 — LOT 2 OFFSET 40.00' I N l• �� p :I° HYDRANT %y TYPICAL SINGLE " METER PIT SERVICES. LOT 30 (n 1- TEMP. HYDRANT (n LOT 47 I I LOT 3 9 LF 8" PVC � DT 31 (n� l° LOT 46 LOT 4 WATERMAIN JOINT RESTRAINTS I - I I LOT 5 � ° 1 / / / / LOT 32 �I . LOT 45 I / / / CLI Li LOT 44 / (n LOT 6 • PLUG VALV=_ SEE SHEET 112 SEE SHEET 118 SEE SHEET 103 REDUCER TEE z W O J � IL - O BENDS cc 00 0. 5010 5010 LENGTH OF RESTRAINED PIPE M PIPE SIZE 8" 12" a) FITTING L L a z ARV N/A N/A Q = Q 90' HORIZ. BEND 18' 25' > J 5005 5005 Q 0. 45° HORIZ. BEND 8' 11' PROPOSED 22 1/2° HORIZ. BEN 4' 5' GRADE 11 1/4° HORIZ. BEND 2' 3' z W^ � 0 REDUCER TO 4" 43' 74' O F_ rn REDUCER TO 6" 25' 62' 5000 =pM v~i N 5000 REDUCER TO 8" N/A 45' EXISTING —p - > REDUCER TO 10" N/A 25' GRADE-- r[j z 8" C900 DR 18 PVC TEE—RUN N/A N/A 8" C900 DR 18 PVC _ �'�' TEE-BRANCH 1' 2' c _ — PLUG/FH 41' 59' LO 4995 - - -o- - - - - - - - _8— - - _ - - - _ — — — — — — — — — — — - -- - - - - - — - - - — - - - -- — - 4995 - — o a N > o 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE 0 o c, LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF z II a- n RESTRAINTS IS INDICATED IN TABLE. z > 0 II 0 rn 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST 4990 - Z Z z 4990 BE RESTRAINED TOGETHER. io - z II 0 > 3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY N Z FROM VALVES AND BENDS. 0) > Z 4. SINCE VALVES ARE CLOSE-ABLE, THEY ARE CONSIDERED z t N N II _ N - N A PLUG/DEAD END APPLICATION. _ c c ao > -° .. c c 00 0 c- o z m 0�^°._ 0 5. MIN 5.0' GROUND COVER READ. N 0 0 �� L.. N N Q oo— .. 4985 - 0 z— c a� m ^ �—^ ^ 4985 0 LID0° u� °° o ~ 3 3 N m m m o w rn 3 3 d `� Z � 6. ASSUMES 200 PSI TESTING PRESSURE. 0 a nC) U) L � O cpzU) t0 � lI) � L N00 � 0 b 0nt Z (0 � t�� O00 N O � N < II I� ro 00z� �t 00 O N r7 r7 r7 N U) X o X co Q; .� cri X o0 o N 4 00 X ao X rri 00 0 0 > TST INC. 01`6 0In oi- Nl� a NO re) 1 r 4 � � C14 � ntl* a L0c0 X N � a � 004 N � i + rn00 + rn o + rna + rn00 � � + 0) � + 0 + rna + rna {- rna0 -i- rnoD � + 0 L. + rn00 °° o + rn � � m CONSULTING ENGINEERS 00) O � Orn00 o � bb N6' Nrn � � rnm � rn00MO) C9 � 0) C9 � � C9 � 0) n � (9 � N � � d � 1"4 � � �- � � d � � � � N � d t! .- � � � IV •- HIV a 748 Whalers Way Q a Q Q Q — H H a a N Suite Colorado Fort Collins H00 1!_ 0 I- O I- 00 I I HOB la- O �w la- O � HOW !¢- OOOI IQ- 00 � F_0 woo H00 Hp001 w Colorado 80525 4980 (n l— _ (n (n (n 0 m (n l- NI- > NO � N � > NHmn (n � m � (nI- > �- (n1- 2 (nHm I I 4980 Phone: 970.226.0557 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 Joe No. 1230.0009.00 SCALE H: 1"=40' V:1"=4' DATE OCTOBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 113 of 224 VERT: 1"=4' NOTES N 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" DUAL METER PIT SERVICES, OTHERWISE THEY ARE TYPICAL SINGLE " METER PIT SERVICES. o SEE SHEET 111 LUI Zb - ° . A O VALVE VENT PIPE " - / ^ Fj' o \\ a WL-11Ld 2" AIR VALVE 8 �pk STA. 10+00.00 STA. 10+65.66 F 8"x8" Tee J TA. 11+48.00STA. 14+52.44 . 8 45 Bend HPR \ LOT 16 o°� 6 °LF 8" PVC ,��kp0 L 28 W � 8 _ \ �N . ° STA. 16+80.37 a' o \ Pp ° ° ° _ / �� e \ w° 8" 8" GLLJ T 11+55 07 c� ° P 45' Ben TV \ LOT 15 '_ ® ' LOT 1 \ �� LOT o j W \ \• �u, 2" AIR VALVE STA. 11+72.70 Ny P LOT 14 �N�P�N AIR VALVE 21 LOT 2 \ LOT 26 LOT 17 ��' c� MO VENT PIPE o ,30N DRAWN o ° LOT 18 \ 30, E�-cat\ STA. 12+41.57 �s� STA. 12+41.57 cn\ °� ° i BRB �R LOT 13 — 8"x6" Tee (SWIVEL) ' ` \ \ >- LOT 25 CHECKED LOT 19 wP \ e OFFSET —30.74 \ ° N LOT 20 1-6" GTV (SE) \ ® HYDRANT - J \ DAP 1-8" GTV (SW) \ i` \ TIE TO WL-12 S g DESIGNED w; W � LOT 2 LOT 4 � \ LOT S g 24 BRB \ LOT 1 \° B P> FILENAMEOO S, — " ' • � ,°° � °' I STA. 13+92.07 A. 12+78.2 •, a I ° . STA. 5 ' ° cn h " 09_WATER P&P a ° S W" °° ° \ L �! 8" 11.25' Bend LOT 3 8 45 Ben cn KEY MAP S T \ 7 LF 8" PVC \ \ \'° LOT 23 NOTES: N.T.S. 28 LF 8" PVC LOT 5 \ ° P ➢' \ i STA. 12+85.77 ! ° \� 0 STA. 16+90.05 Po " " \ � ` .. N \ LOT 12 8" 45' Ben \ \ �p,D L/c ° 8 x8 Tee N LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE �c ° LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF O :'• RE JP�' 2-8" GTV (NE)(NW) \ STA. 14+20.6 LOT 6 `n- ' \ LOT RESTRAINTS IS INDICATED IN TABLE. STA. 10+00.00 \ \\ 8" 11.25' Bend S, ��kp� • 5� 3\ �` , �N 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST CMG P�c'��• " — S S— —S _ S— — S —w- S S S — — — BLOCK T \ LO • o: ° —91 LF 8 PVC - a w --. — - — ° = F " 8 pvc �G � ° ° ° \. cn ° ; c ° ; ° ° o ° o • P p5 Leo ' ° 3. BE RESTRAINED OF I RESTRAINED PIPEMEASURED EACH WAY O� •......• ° _ LOT 7 FROM VALVES AND BENDS. G 16+00 268 LF 8" P 00` °°14+0p = \ \ /ONAL E� P 8 m VC ° 15+ v ° P 1 ° ° : ° �O 4. SINCE VALVES ARE CLOSE—ABLE THEY ARE CONSIDERED ° P , ' 42 , ° LOT P ° , -P— — — - - - - — — - LOT o � — — - � — _ — _ -1-_ g \ \ \� A PLUG/DEAD END APPLICATION �S S S S T S S —� S S S S S S S T S 8 `, \ 5. MIN 5.0' GROUND COVER READ. LOT 41 N °'° 6. ASSUMES 200 PSI TESTING PRESSURE. STA. 17+81.85 �N \ ? LOT 9 - \ \ ° 8 11 25* Bend " 15 LF 8" PVC BLOCK 4 \ O LOT 40 \ °� drM" LOT 25, LOT 26 LOT 27 LOT 28 SLOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 t� o'� ., \ WATERMAIN JOINT RESTRAINTS LOT 38 Pa \ �, (n � 3 SEE SHEET 111 PLUG VALV'_ REDUCER TEE Z W O J cn LL � - O BENDS 5010 5010 LENGTH OF RESTRAINED PIPE PROPOSED im m W ad GRADE PIPE SIZE 8" 12" CO FITTING L L Q Z ARV N/A N/A Q = Q 5005 5005 90° HORIZ. BEND 18' 25' > J 45° HORIZ. BEND 8' 11' Q TIE TO WL-12 _w^ 22 1/2° HORIZ. BEN 4' 5' -m — - 11 1/4° HORIZ. BEND 2' 3' Z W_ O —EXISTING - b — �- o REDUCER TO 4" 43' 74' 5000 8 Ui w ~ 5000 GRADE " C O (L o a, cn d REDUCER TO 6" 25' 62' 900 DR 18 PVC PO > REDUCER TO 8" N/A 45' - u 0 > z REDUCER TO 10" N/A 25' - - - _ - - - - - -- - TEE-RUN N/A N/A TEE-BRANCH 1' 2' - - PLUG/FH 41' 59' 4995 - 4995 > LO - o_ 0 0 IL I ZO II - - r ° Z 4990 Z ,� 4990 Q � � 00 < 000 00 z INS Q N II N a_ 0 4985 4985 a TST, INC. -v 3 CONSULTING ENGINEERS ^ 0 0 fn 748 Whalers Way m 3 m m Suite 200 Fort Collins 4980 m m - m c c c c m — m c c c c c c m 4980 Colorado 80525 ai� m L0 m m m m m m m m m m m m mi m m m m N ~ W O N ^ cV— - F" ^^ m m_ m_ m m m m m m^ m H 0m0 00 .- O m c Z c0 c0 O ^ N NON i j I� LLI M c0 * c� cV M cV 00 �p • -O ^ O * CV LO _c0 rn 3 O Phone: 970.226.0557 00 - IN ^ O to � O (0 � � 0) � ' � I� O � Lo t0 W C0 CO Z N P7 O - R JOB NO. N O x O -(V co _ d' d' _ r� COtG�� O cV d n - I� _ _ _ > t1� d' r7 d- �t rn •.� r c0 00 00 .= a O O a > N 00 a 0) oo a X N I_ tG 00 tt�F 1e�I� N swj CO N M 0i 1n CV O O x 1230.0009.00 O 00 O m I- O� 00 00 00 m I�A I� I� a d' I� t V) 0) n A -0) I� Q J s t + _+ + + rna0 rnm 0) *00 rn rn a) mric + m + � � � -N0i � � � > `- rn > + m O0) aO o rn M rn -+ -+ c+V 0) O O N rn 00 + OD-+ 00-+ 00-+ >-+ 0) oo -I. 0) ao--I 00- ♦ 0) 00-+ G) 0D_ + m co-+ + �p I- + ao -+ 0) SCALE » » If) ^I — IV IV -� d d d ems— '' � 1 r d i- - _O - O U' O O >; — — �i A _ _ — d H: 1 =40 V:1 =4 HOOHO001 QO_ X QO_ x - � � Q0_ � t000 QO_ Q: HQ IV IV_� d 1 H- H - Q — N cn I- 2 cn I- = N - cn f- 2 cn H = -Q 0_ Q Q 0_ � - Q 0_ w Q 0_ F 0_ a Q 0_ w Q 0_ � Q 0 Q Q Q 0_ 4975 HOO I- 00 Np = N0 = � 02 I I _� � � HO HO _I- O _Fa. a _HOO_I- 00 � p 1- O HO HO � � HO I I- O 1- 00 _ DATE tnl- V)fl � mr � N cnF- _ �n � = cn � '��-tn � �-cnF— � cnI— � � N N � � � cn � � Nam = 4975 OCTOBER 2024 18 50 18+00 17+00 16+00 15+00 14+00 13 00 12 00 11+00 10+00 9+00 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 114 of 224 VERT: 1"=4' N WL-13 SEE SHEET 117 z 0 LOT 20 LOT 21 I LOT 18 0 U - - - p — - - - - - - - - - - - W -15TE TO LI WL-12Ld in w o ;. �- ea E STA. 14+49.52 8"x8" CrossE` E N N - STA. 17+96.69 31 LF 8" PVC H W - — Ld ST-02= WL-19 W SEE RIGHT W -in LLJ n Uj �2 . e e e e v a 2i a i i1 i <1 i l�li - g 8 GTV m w o °q. I 8" 1 - -LOT 6 - - - ° I STA. 11+53.22 I ° . I I �' - -/- - - - - - - - - - - - - - - -- � o - - _ ..- - STA. 10+50.98BLOCK " " - 0' DRAWN 8" 45' Bend 4 8 x6 Tee (SWIVEL) 1 P 'I / w LOT 24 LOT 23 LOT 7 BRB 1-6 GTV SW I j / S Q_ 00 - �� LOT 15 \ � LL CHECKED LOT 23 LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 1 �I _ I 14 LF 8" PVC � °• �� LOT 14 �, - - - - P !cn LOT 22 I BRB D 30 ELCo LOT 8 DESIGNED WATER SERVICE (TYP.) 13+41.47 STA. 10+36.49 WATER ESMT LOT 25 / 8" 45' Be l 2" AIR VALVE AIR VALVE FILENAME _ VENT PIPE KEY MAP 0009-WATER P&P S S -W W_ S I �� LOT 13 v, i j/, �. �N LOT 21 I'; I LOT 9 N.T.S. N D D I 8 NOTES: p0 L/c D LOT 26 �P D 6 p STA. 11+65.22 / a ' BLOCK 6 •''•E B 101 LF 8" PVC D I " " cn pp ;' R JP LOT 20 LOT 10 O 0 8 x8 Tee 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE •m I L j- 11+00— —°Y 11+65 ° _8" G 00 o LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF : PQQ vG 1 TV (NW) / / �, BLOCK 4 + RESTRAINTS IS INDICATED IN TABLE. ��G S� • D° 110 LF 8 PVC ` STA. 10+66.50 / / V) 7 O� " D . I ;> ,� ` STA. 11+53.22 LOT 27 - 2. PIPE WHICH MUST Q���O gyp•'<v� a o. �G LENGTH REFERS TO THE AMOUNT OF . OFFSET 7.44' °f I` LOT 11 •' �' I io+oo D' �� D ➢°/ �/ P. / �� LOT 19 BE RESTRAINED TOGETHER. �p't •.....• `G� STA. 10+25.18 D: HYDRANT / a / N . J _ I TONAL " . I:• STA. 12+11.46 �. 3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY LOT 12 �, / / Ie " - FROM VALVES AND BENDS. 8 45 Bend �� STA. 10+00.00 ' Bend 8 45 16 LF 8" PVC D ° ; ° J LOT 11 8"x8" Tee �/ I LOT 18 0 LOT 12 4. SINCE VALVES ARE CLOSE-ABLE, THEY ARE CONSIDERED STA. 10+08.575 a LOT 10 2-8" GTV (NW)(NE) ��" �8 LF 8" PVC _ o A PLUG/DEAD END APPLICATION. 8" 45' Bend S ° `� ° , °' ° D` \ �S LO STA. 16+90.05 " 5. MIN 5.0' GROUND COVER READ. ° B T + . - 7LF8 PVC z _ D I , — 8 LF 8" PVC S\ / a 8" 22.5' Bend 6. ASSUMES 200 PSI TESTING PRESSURE. D TIE TO WL-11 S S LOT 29 / / w LOT 17 I LOT 13 D ILOT 24 LOT 25 e S - ..L I LOT 26 S\ \ �'� �_-_, / ° �o , .056 LF 8" PVC ° a c 135 LF 8" PVC. a: WATERMAIN JOINT RESTRAINTS x S > 11+005 • 12+0 al LOT 27 ,'� `A LOT 14 LOT 30 '$ �L 7 1 S W STA. 10+66.50P _ _ _ o °STA. 12+03.06 R SLOT 28 ` cv 8" 45' Bend PLUG VALVE I \` LOT 29 S �D"' Vj Cl) �, 8"x8" Tee --- - - - - -� 3 ° S A / /> / 1-8" GTV (NW) S S S S LOT 30 / a' `�/ STA. 11+65.22 LOT 15 /t co —f 31 / 1 0 / LOT 12 �'55 3 LOT 31 LOT 13 LOT 14 LOT 15 LOT 16 LOT 32 / y i nT � ° I I LOT 16 - SEE SHEET 114 REDUCER TEE Z W O J NOTES — LL C� O 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" BENDS Q Q DUAL METER PIT SERVICES, OTHERWISE THEY ARE LENGTH OF RESTRAINED PIPE Im W ad TYPICAL SINGLE " METER PIT SERVICES. D PIPE SIZE 8" 12" FITTING L L ARV N/A N/A J 5010 5010 5010 5010 90' HORIZ. BEND 1 g' 25' PROPOSED ,VVL- I 45" HORIZ. BEND 8' 11' GRADE PROPOSED cr GRADE 22 1/2" HORIZ. BEN 4' 5' N oNow— 11 1/4` HORIZ. BEND 2' 3' O 5005 w 5005 ,� �' REDUCER TO 4" 43' 74' Q M 5005 ao z 5005 REDUCER TO 6" 25' 62' m� _ TIE TO WL-11 0 m REDUCER TO 8" N/A 45' L6 W p REDUCER TO 10" N/A 25' Lo 0 8" C900 DR 18 PVC TEE-RUN N/A N/A TIE TO WL-15 - - - - EXISTING _� TEE-BRANCH 1' 2' 5000 EXISTING 5000 5000 - ;o - - _ GRADE 5000 PLUG/FH 41' 59' GRADE m a_ I z II 4995 4995 4995 z � 4995 z > co � ri < � z � 4990 4990 4990 U) II 4990 00Z z TST. INC. •3 .U) w CONSULTING WhalersGIVVN HERS C c C m Suite 200 For Collins 4985 _ 0 0 0 0 0 4985 4985 m = C � � a� a� - C c 0 4985 Colorado 80525 m m m m. m 0 Phone: 970.226.0557 � m rn ap N ~3 N H 3 N —O W co °° °° 0) w N N ` m � � � U) � O m O� co N0 � N N0) Z O � � � � e) � � d 0 � MN CX� � O OxO� O � �v (p00 N � � at 00� Oo � �`� r- P`) O� ON � N JOB NO. 00 o � >± N � � M � � _L0 m � � coop o x 0�00t —cc x rin � M ' � N � rn 417 0) 7 x 1230.0009.00 + om + oao + 000 - :) 0 + 0ao � + ooao � 000ao � + om c 000 looao {- oao + � -+ o = + C) + Sao O p0 p0 _po � o - � N U N SIC) N DLO P4 � u7 �jO � � r_ O pO C9 OO pO C9 NO No - M -� O CO0 d, 0C0-gyp SCALE Qa � Qa � ¢ ate Q � � 0 Qa �M � � Nc _`- u7N - Ic) N� rIC) n1 � Ii) IV � � SIC) .- IC) � u7N No = E- oo l- oo moo No = I No = I � oo �l moo � 0000 _ H: 1 =40 V:1 =4 4980 cn � = cnl- = (nl- = 4980 - moo � 0O � � -moow I � o i- oo DATE ¢ � � ¢ ¢ -¢ awao Qa w ¢ ate 4980 N � = N U) - = � (nl- = (nl- 2 - �n04 0 !> , cnl- � tn � 2 4980 OCTOBER 2024 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 13+00 14+00 15+00 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 115 of 224 VERT: 1"=4' N Z 0 o- z � 0 C) V) cn LEI Ld WL-14 'A PJI � '1 21! LOT 17 w LOT 21 LOT ~ OT 28 LOT 27 LOT 26 LOT 25 LOT 24 LOT 23 LOT 22 LOT 20 LOT 19 LOT 18 1 STA. 13+55.74 7 LF 8" PVC STA. 11+16.47 BLOCK S 8" 22.5' Bend STA. 13+63.67 �S m8" 11.25' Bend 8" 45' Bend (0 DRAWN S — S — - S— _— S S S— i— S - S— S YV S BRB I 1` Io- / v SS- `a ° - v CHECKED \ w DAP k 238 LF 8" PVC w ALLEY°°G > „ (n DESIGNED M a BRB 12+00— - - - - 13+00 >� —"-,� ,Ld 13 LF 8" PVC ++ KEY MAP FILENAME S 0009_WATER P&P STA. 11+02.48 N.T.S. \ O " � � Y s e C 8 45 Bend °e % q. E a Sss � 3p ESN, � �° ° , 20 LF 8/! PVC Pp0 L/c wPR 11 LF 8" PVC P�-� �S NOTES o�F••�RE•' �P� STA. 10+91.02 L � : ) O �: ' STA. 13+85.07 QQ ��G 8" 45' Bend 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL P S 8"x8" Tee \ ' r GTYNENW NOTES. � 03� v 28 u'i -� — " ( )( ) a°Y \ " QF,�OFL �o0 ss'. STA. 12+19.25 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4 'L •' LOT 8 DUAL METER PIT SERVICES, OTHERWISE THEY ARE �O S/•• •••E��' two 32 = -� o �'�03 3 ' ,� k TYPICAL SINGLE " METER PIT SERVICES. ONAL O r ° o - LOT 7 k WLJ a S LOT 6 L STA. 10+00.00 LOT 5 S 8"x8" Tee 2-8" GTV (NE)(NW) Ld STA. 14+76.26 > LOT 3 � �' e � ` WATERMAIN JOINT RESTRAINTS LOT 2 \ PLUG VALVE REDUCER TEE z W p J LL BENDS 0 LENGTH OF RESTRAINED PIPE W Od PIPE SIZE 8" 12" D co FITTING L L co Q Z 5010 5010 ARV N/A N/A Q = J 90' HORIZ. BEND 18' 25' > 45' HORIZ. BEND 8' 11' Q PROPOSED 22 1/2° HORIZ. BENC 4' 5' GRADE 11 1/4° HORIZ. BEND 2' 3' z W 5005 - 5005 REDUCER TO 4" 43' 74' O F— �.. REDUCER TO 6" 25' 62' =m REDUCER TO 8" N/A 45' 0 REDUCER TO 10" N/A 25' O CL w TEE-RUN N/A N/A ui TEE-BRANCH 1' 2' 5000 - 8" C900 DR 18 PVC 5000 PLUG/FH 41 59' 00, EXISTING NOTES: GRADE 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE 4995 4995 LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF oefRESTRAINTS IS INDICATED IN TABLE. 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST BE RESTRAINED TOGETHER. Q 00 .o Q 0 3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY Z t- _ m Q FROM VALVES AND BENDS. 4990 m z U) II - a m m — a U) II z 4990 4. SINCE VALVES ARE CLOSE—ABLE, THEY ARE CONSIDERED N o m m 04 N ;� m N o A PLUG/DEAD END APPLICATION. 002 Z - O � -� 00 �} � � N tCco � ~ Or7 � Z ui 00 m y ~ o N r d N M m y 5. MIN 5.0' GROUND COVER READ. O m t a' -� °' °' ` `� 00 — co Co = 0O 00 6. ASSUMES 200 PSI TESTING PRESSURE. + mCID + 000 ± a) 00 ± cy)D00 + 0) + mm + 0001- r � N � rLn N -ram N •- � f�l r -4— mod- IV � � Nt Q � _ m a � � Q � � a � � TST, INC. I- 00 1 Ho0 �- 00 H00 HOB � 00 � 00 � CONSULTING ENGINEERS 4985 (n I- 2 N (n I- _ (n �- 2 (n F- 2 (n I- 2 N _ (n I- 2 N 4985 748 Whalers Way Suite 200 Fort Collins 9+50 10+00 11+00 12+00 13+00 14+00 14+50 Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=40' V: 1"=4' DATE OCTOBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 116 of 224 VERT: 1"=4' N WL-15 Z 0 m o_ z x 0 C) U) (n w > o w SEE SHEET 108 SEE SHEET 121 w Q 17 1 p I° °° p p,°j m ° _ — 1 STA. 13+76.59 00 N ° ° IR R IRI R IR R 8" 45' Bend IR R I ° u DRAWN -� 1� - '� - " TIE TO WL-11 BRB —5 LF 8 PVC__ srr E H W — Ld CHECKED Ld STA. 13+70.77 58 8" PV W DAP (= I HARWOOD I LN I I I g" 45' Bend 14+00 14+34 DESIGNED W ST-2F Lv BRB ILE AME N F N Q IT STA. 10+00.00 - - - N ' IRR-20 KEY MAP 0009_WATER P&P 1 8"x8" Tee >�I � u I 1', N.T.S. 1 2-8" GTV (NE)(SE) ° 1 w '' 1 D D° STA. 16+52.81 BLOCK 1 a `° o 1 I NOTES Poo �i� N 1 ID P 1g°° o 1 W �` 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL G PQ 5���' Q. I LOT 27 LOT 26 LOT 25 LOT 24 LOT 23 LOT 22 LOT 211 z NOTES. \� O� WATER SERVICE (TYP.) LO r I I w I 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" ONA� � 0000 -' �� F DUAL METER PIT SERVICES, OTHERWISE THEY ARE S� E� 1 TYPICAL SINGLE " METER PIT SERVICES. U)TTD ° Z 1° 1 I` _WL-15° c�i 1 e Jw 1 blo+oo _ W� 11+00 , 240 LF 8" PVC °12+00, SS-3A M k p STA. 12+64.80 � 1 - - 3 = 8" 45' Bend �.. ° I 1 1 1— S - S - -- - S - M S - S - M - S I ^^ M p.� Nj 1 22 LF 8" PVC ' L' I° STA. 12+41.59 14 8" 45' Bend LOT 201 1 1, p; LOT 13 ,1 LOT 14 1 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 1°I I � I ,�° i r SEE SHEET 107 SEE SHEET 121 WATERMAIN JOINT RESTRAINTS Z W PLUG VALVE O J C0 LL - O 0 REDUCER TEE W D Old i c Q Z 5015 � 5015 vVL v w r - I �_ BENDS Q PROPOSED - LENGTH OF RESTRAINED PIPE GRADE — Z W 5010 5010 PIPE SIZE 8" 12" O F— FITTING L L Q - }^• (0 ARV N/A N/A D or N 90' HORIZ. BEND 18' 25' m v o0 `n 45° HORIZ. BEND 8' 11' 5005 O wLLJ N > 5005 22 1/2° HORIZ. BEND 4' S' 8" C900 DR 18 PVC 8" PVC z 11 1/4° HORIZ. BEND 2' 3' REDUCER TO 4" 43' 74' _ REDUCER TO 6" 25' 62' o TIE TO WL-13 -b REDUCER TO 8" N/A 45' REDUCER TO 10" N/A 25' 5000 - 5000 EXISTINGN/A N/A GRADE - - - - - - - — a PLUG/FH 41' 59' NOTES: I z 11 4995 o z 4995 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE r N- LOCA11ON OF ALL FITTINGS. ADDITIONAL LENGTH OF Q RESTRAINTS IS INDICATED IN TABLE. z 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST ll - BE RESTRAINED TOGETHER. a a0 0- I-- .0 3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY TST, INC. W c c V -a = c FROM VALVES AND BENDS. CONSULTING ENGINEERS 4990 v m m - 0m 4990 748 Whalers Way O w 0 O ^ m m m m 4. SINCE VALVES ARE CLOSE-ABLE, THEY ARE CONSIDERED suite 200 Fort Collins 0 - 2 z ,O � LO 00 0, oo (0 . a, U-) . r, (.0 ,! oo �n A PLUG DEAD END APPLICATION. Colorado 80525 6 00 °x° `- 4 M N ('' `4: o -zd- d- ^ o � 5. MIN 5.0' GROUND COVER READ. Phone: 970.226.0557 N 0n � r'Dt CONa tn tn0 I- Oa OOo00 � No00 N00Q0 M0000 + 0000 + 0ap— + 0 0 N a � � N � � N � � � L - V) o0 N- � U) ^j 6. ASSUMES 200 PSI TESTING PRESSURE. roe No. a w a a � 1230.0009.00 Q � � QELX- � 00 1 � 00 i- 00 � o rod No = � 0OO SCALEH: 1"=40' V: 1"=4' 4985 M � = N tn � = tn � = tn � � cn � � � = 4985 9+50 10+00 11+00 12+00 13+00 14+00 15+00 DATE OCTOBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 117 of 224 VERT: 1"=4' N Z 0 a_ z � O C �n w w WL-16 w Q 0 M DRAWN BRB CHECKED DAP DESIGNED BRB FILENAME KEY MAP 0009_WATER P&P N.T.S. L SEE SHEET 113 4_Z: t SEE SHEET 119NOTES � LIRR-03- O L[J T �', 1�"� - � - - - °I - - ,o �,: - - 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL 2� HI NI 8 211 8 HI 21 dI b 21I w L' "�I - E�-1 L' °bI �' I — B! )N HI '� HI + w NOTES. u STA. 16+68.37 ?JAI �, �0 G •.�� O ?•' KO 8 - 8"x6" Tee (SWIVEL) I`e . v lIN LOT 3Cr Q� o > -- 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4 p'L 1-6 G1V (SE) DUAL METER PIT SERVICES, OTHERWISE THEY ARE S�ONA�ECG LOT 12 LOT 10 LOT 7 LOT 5 LOT 3 LOT 1 la I LOT 19 LOT 14 o a 00 j(n LOT 2 � ' TYPICAL SINGLE METER PIT SERVICES. LOT 11 LOT 9 LOT 8 LOT 6 LOT 4 LOT 2 _ LOT 20 LOT 18 LOT 17 LOT 16 LOT 15 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 U- Cr o N I WACo TER SERVICE (TYP.) of v) ° LOT 1 ` w WATERMAIN JOINT RESTRAINTS STA. 10+21.00 _ .0 - 8" 90' Bend SI _ S SS — S ELCO S — SS S S S S S _ S S S S S S S S S S S S � o 1 -._� _,—I 1 PLUG VALVE ,— - - - —I T — — —I— — I— -- — — I— - - - - — — r ° SS-1A ° U - - d W " SS 01 WATER ESMT U W STA. 18+09.18 ° ° 9 - o >` < m ° O " . . . WL-16 383 LF 8 PVC x a 3 x 8 45' Bend ° " ° �119LF8 PV I 11+00 - -12+00- - - - 3+00 — - - 3- — — —°- - - - - - - - - - - - - - — C — — / - 262 LF 8 PVC - �14+0 `15+00 - 16+00 17+00 / I L STA. 17+88.16 20 LF 8" PVC / J o o _ STA. 12+84.02 8" 45' Bend / " o N 8"x8n Cross S TA. 16+68.39 / REDUCER TEE 3-8 GTV (NE)(NW)(SW) FFSET 6.50' / N STA. 10+00.00 I, o � N � � I / OFFSET 0.00' I _� e J STA. 13+28.00 HYDRANT / HYDRANT 1-8"X6" REDUCER z / % Z W 11—6" GTV / J z 0 � BENDS � U. FY� im, I I�­ -, I/ / / LENGTH OF RESTRAINED PIPE 0 SEE SHEET 113 > PIPE SIZE 8" 12" Q Q FITTING L L ARV N/A N/A D W Od 5010 5010 90° HORIZ. BEND 18' 25' CIO co z 45' HORIZ. BEND 8' 11' 22 1/2° HORIZ. BEND 4' 5' a = J 11 1/4' HORIZ. BEND 2' 3' a PROPOSED. 5005 GRADE 5005 REDUCER TO 4" 43' 74' REDUCER TO 6" 25' 62' w W REDUCER TO 8" N/A 45' 0 _ - - - - REDUCER TO 10" N/A 25' - - TEE-RUN N/A N/A TEE-BRANCH 1' 2' 5000 0° _ � 5000 p 8" C900 DR 18 PVC PLUG/FH 41' 59' CL 6900 DR 18 PVC ui NOTE& w -� - o 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF RESTRAINTS IS INDICATED IN TABLE. 4995 - - - - - - - - - - - W 4995 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST EXISTING v BE RESTRAINED TOGETHER. GRADE CL 3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY 0 o WW FROM VALVES AND BENDS. � � N oII 4. SINCE VALVES ARE CLOSE-ABLE, THEY ARE CONSIDERED Z A PLUG/DEAD END APPLICATION. 4990 -r z 4990 5. MIN 5.0' GROUND COVER READ. 6. ASSUMES 200 PSI TESTING PRESSURE. o' 0 ^ � � 3 > z cn 3 .� N II to 4985 w oD o oz 4985m U U m m O w . C. � rn w op - � ifl _ 7 00 17 N CONSULTING ENGINEERS N00a > � 00r, - to � cx > 000 OOa 748 Whalers Way +_ + rn 0o I- a + m 00 FU- - + rn 00 I- + 00 00 } O 00 Suite 200 Fort Collins O O C9 to N , C9 I- 00 O Colorado 80525 O 5E co m w 00 X (0 X �� � O o I I � p O I - - _ Phone: 970.226.0557 4980 ME (n I- _ .- rn I- = r) - ¢ a N � = � N � ? cn � = 4980 t- O o roe No. 1230.0009.00 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 SCALE H: 1"=40' V: 1"=4' DATE OCTOBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 118 of 224 VERT: 1"=4' N Z 0 a_ z � 0 C) cn (n w WL-16 w w Q 0 m DRAWN BRB CHECKED DAP DESIGNED BRB FILENAME KEY MAP 0009-WATER P&P SEE SHEET 118 SEE SHEET 112 N.T.S. I �1 LOT 6 LOT 74 cnl a a �\ �p,DO,I/c I° a. STA. 19+48.24 \ LOT 45 NOTES Uo�. ,pRE �o�P�o� �` 8"x8» Tee a; _ I, U) 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL PQQ �G U- a LOT 5 2-8 GTV (NE)(NW) LOT 75 I° o I° \ NOTES. � : o: I- STA. 10+00.00 Ia ;� N la4 . ° - 18 LF 8" PVC I° °I° , LO 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" �O'L ••.....••G� STA. 17+W.1_6L I I DUAL METER PIT SERVICES, OTHERWISE THEY ARE 0NAU E� 8" 45' Bend LOT 4 - i° LOT 76 TYPICAL SINGLE j" METER PIT SERVICES. _ - - - - _ 15 LF 8" PVC-! m =SS-o1 - - - a o 106 LF 8" PVC' -TIE TO WL-07 - to wo m °I 'a �m a < • s mn WL-16 21+00' WL-07` _ Im*1 WATERMAIN JOINT RESTRAINTS 'kill 111 20 LF 8" PVC °o N " <° I s+oo 20 0o a - - - - - - J mo = 138 LF 8 PVCI ,� �.° STA. 18+09.18 .M: S S S ISSSS �� PLUG VALVE 8" 45' Bend STA. 20+01.26 STA. 20+20.59 8" 45' Bend 8" 45' Bend \ LOT 1 LOT 2 LOT 3 I ,o o LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 L Irk STA. 21+27.99 LOT 6 I 8"x8" Tee ' iry R i RR - 3 - _ I iR R 2-8" GTV (NW)(SW) I" REDUCER TEE a STA. 10+00.00 � �- E E E H 11 SEE SHEET 120 Z uj p J BENDS LENGTH OF RESTRAINED PIPE O fr PIPE SIZE 8" 12" Q 0 0. FITTING L L uj Od ARV N/A N/A 90' HORIZ. BEND 18' 25' co co Z 5010 5010 _ 45° HORIZ. BEND 8' 11' X Q >22 1/2' HORIZ. BEND 4' 5' J PROPOSED 11 1/4° HORIZ. BEND 2' 3' Q GRADE REDUCER TO 4" 43' 74' 5005 5005 REDUCER TO 6" 25' 62' Z uj REDUCER TO 8" N/A 45' O EXISTING GRADE REDUCER TO 10" N/A 25' � Q — — — _ _ _ __ — _ lE TO WL-07 TEE-RUN N/A N/A TEE-BRANCH 1' 2' 8" C900 DR 18 PVC - - - - - 8" C900 DR 18 PVC PLUG/FH 41' 59' 5000 I 5000 NOTE$ 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE c� c> LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF N RESTRAINTS IS INDICATED IN TABLE. Co eM- 0 0 0 rn 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST 4995 Z II z 4995 BE RESTRAINED TOGETHER. W _ Z > Z 3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY W ? Z FROM VALVES AND BENDS. 2 4. SINCE VALVES ARE CLOSE-ABLE, THEY ARE CONSIDERED A PLUG/DEAD END APPLICATION. /j 5. MIN 5.0' GROUND COVER REQD. 4990 4990 6. ASSUMES 200 PSI TESTING PRESSURE. 4985 m N Z a N 4985 TST� INC. m m N•� m m N^ CONSULTING ENGINEERS O QO It ~W co 0 0 ~ 3 748 Whalers Way � LO N c Z N r, LO A N O Oa Z OC) Suite 200 Fort Collins 00 0) N m d � >v `— O Lq r- `t x >v Colorado 80525 + 0 00 + O 00 + O 00 I— + O 00 +04 0 00 + O 00 {— Phone: 970.226.0557 r�' 0 000 0) 0 0 00 00 � 0 0 � Ln N � LO N .— U-) ^j � N0 N NL N N0 Na JOB NO. � 00 - � 00 � 000I � 00 � 00 � 000° 1230.0009.00 4980 cn F— _ cn l­-- = 1 cn 1— = cV w I- = N F.- m N E- = CV 4980 SCALE H: 1"=40' V: 1"=4' 17+00 18+00 19+00 20+00 21+00 22+00 DATE OCTOBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 119 of 224 VERT: 1"=4' N Z 0 WL-17 z O m w > 0 W WL-18 w Q 0 SEE SHEET 119 SEE SHEET 104 j �e m Lj DRAWN L LOT 1 Ie BRB INK _ la CHECKED -- Fm - DAP 9 co E E STA. 11+13.92 DESIGNED i \ OFFSET 0.00' ST-03 BRB STA. 10+24.93 STA. 10+00.00 �T \ HYDRANT - FILENAME " 12" GTv I m N MONTAVA AVE KEY MAP 0009_WATER P&P 8"x8" Tee 1-8 X6 REDUCER o 2-8" GTV (NE)(NW) - STA. 10+48.93 ,- I sl-I4 N.T.S. STA. 19+48 24 WL-17 OFFSET 0.00' 118 fi P c DO L/ HYDRANT .•••••• NOTES 1o+00 113 LF 8" PVC 11+0(11+14 1-12"X6" REDUCER 10+ O�'�ORE �p`� -1 MONTAVA AVE - - _ STA. 10+00.00 G. 1-� 12 x12 Tee 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL G PQ G �I a STA. 15+76.07 NOTES. p� • a E E / i 49 LF 12" PVC rTl`o; o O�G gyp;�4r - 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4 O� G UI - I - w DUAL METER PIT SERVICES, OTHERWISE THEY ARE /ONAL E� 21b1 _� CC / I TYPICAL SINGLE J" METER PIT SERVICES. LOT 3 � � � SE64 E SHEET 104 I, cn LOT 2 )T 7 LOT 6 LOT 5 LOT 4LL / / j WATERMAIN JOINT RESTRAINTS rs / SEE SHEET 119 PLUG VALVE REDUCER TEE W �; Z p j BENDS LENGTH OF RESTRAINED PIPE > O 0 PIPE SIZE 8" 12" 0. 5010 5010 •L 5005 5005 FITTING N A NA `• PROPOSED / / D �� gR GRADE EXISTING 90' HORIZ. BEND 18' 25' Q Z- PROPOSED Q GRADE 45° HORIZ. BEND 8' 11' J GRADE _ _ 22 1/2' HORIZ. BEN 4' 5' > 5005 - 5005 11 1/4° HORIZ. BEND 2' 3' Q 5000 5000 EXISTING— REDUCER TO 4" 43' 74' GRADE _ REDUCER TO 6" 25' 62' W - - - -- - 12" PVC REDUCER TO 8" N/A 45' OINNNNN REDUCER TO 10" N/A 25' Q 8" C900 DR 18 PVC 5000 5000 TEE-RUN N/A N/A 4995 4995 TEE-BRANCH 1' 2' to PLUG/FH 41' 59' NOTES: Q> � 0) 4995 0 cn 4995 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF Z u 4990 4990 RESTRAINTS IS INDICATED IN TABLE. 0 Z 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST Z BE RESTRAINED TOGETHER. 00) 3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY II FROM VALVES AND BENDS. N 4990 4990 z_ 4. SINCE VALVES ARE CLOSE-ABLE, THEY ARE CONSIDERED 4985 4985 A PLUG/DEAD END APPLICATION. 5. MIN 5.0' GROUND COVER REQD. 6. ASSUMES 200 PSI TESTING PRESSURE. 3 4985 0 0 z 4985 4980 z a a 4980 O M Z I� i1> N 0) O 04 TST, INC. + e 00 � +_ �w Off'. �v 00 p � O � Fx CONSULTING ENGINEERS O o O oo N u7 >; N a O N 748 Whalers Way N c + + C9 — 'F O+ � � Suite 200 Fort Collins ¢ - N Colorado o m aa N4980 (n N 4980 o a Q_ w Q n Phone: 970.226.0 557 a o o roe NO. = 4975 9+50 10+00 11+00 11+50 1230.0009.00 11+50 11+00 10+00 9+50 SCALE H: 1"=40' V:1"=4' DATE OCTOBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 120 of 224 VERT: 1"=4' N Z 0 z � SEE SHEET 104 SEE SHEET 116 SEE SHEET 108Fj) w D T o [� \ I WATER ESMT w Li cor �' ° LOT 3 cn�- I WL-19 T 4 LOT 3 ° w wJ o I° °T1 o °� I �'i # � , LOT 9 I . • o o° LOT 17 I 3: LOT 2 - STA. 19+15.19 . . ° ° STA. 12+00.85 � ° cc 8" 8" _ ° ` ° �;. 3 I- - - � - - - - " x Tee a. 8" GTV (SW) J� �e S S 1 2-8 GTV (SW)(SE) I ' LOT 44 u)7 J N LOT 1 ® « STA. 17+96.69 STA. 10+06.00 cnl �0 1 �� LOT 20 8"x8" Cross LOT 18 0 0 - - - - - - - - - - - - - - ,. ; ;. :. 38 LF 8" PVC_ - + - - -I STA. 14+31.75 - - - - - - - - - - - - - - - - - ' ' ' -STA. 18+03.70 -I- - . STA."1 - "x6" Tee SWIVEL - STA. 14+49.52 _ 2 010 8 - T . 1RF (NE) - - ° . 19 � T J I ° 8 x8 Cross - oI ° " ° �; - ° S A 7+89.63.° STA. 11+71.67 , ° 1-6 GTV SE d �, ,- H I 1 I° I " m STA. 16+33.85 ( ) a 8 GTV - ° STA. 10+00.00 8 X8 TEE (SWIVEL) 17 ° . e 8' PVC o . (SW) - ° ° 9 LF II I _ OFFSET 0.00' 1-6" GTV (SE) - STA. 12+36.51 E E - -� E E E - DRAWN BRB HYDRANT ---- --=�- " i t V 1-8"X6" REDUCER 8 GTV (NE) �_ 2 LF 8" PVC N T1M CHECKED 1-8" GTV WL-19 w w _m - � - N DAP _ N ��WL-19 10+00 74 LF 8_P 11+00 - N 12+00 U N TIMBERLINE RD- 14+00 15+00 N 16+00 17+00 19+ C19+15 DESIGNED BRB M c FL o nIllp -- - E L ° AIR VALVE VENT PIPE ��9 FILENAME o 'w _ STA. 14+31.75 STA. 19+06.24 ° ° ° ° �, . ° ° . ° ° . • +�� _ - - - p - - " _ ° ° I ° I � I e I; J ° y' ° — , ° w oKEY MAP " " - - - - - - OFFSET 8.00 - _ - ° - - 8 x6 Tee SWIVEL _ moo• 2 AIR VALVE �•° 0009 WATER P&P STA. 11+71.67 L _ HYDRANT STA. 17+75.67 1-6C GTV _� - T.) � N. - O OFFSET 17.96' o . l - - - - � - - - - - - - - - - - - - - - - - -- - -� - -- - - - - -1 ° � =1- - Pp0 L/C HYDRANT e o LOT 30 LOT 23 a •• RE �I I I LOT 24 S Q-- 1 LOT 7 v�l i NOTES o `� o �P o� ••...... LOT 1 1- � w _ I I STA. 19+06.24 N V: � �0 I- - S - ;r / a, OFFSET 18.00' 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL G PQ S�¢�G ,o I I _ I �' HYDRANT 1 NOTES. ��� pC� • ,o ILOT 32 LOT 31 I j - -� IN LOT 22 LOT 8 v'r II.T_ N LOT 29 LOT 25 ;i _ I_ 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" ��'� •.......•G� j DUAL METER PIT SERVICES, OTHERWISE THEY ARE S/ E� 0 L I TYPICAL SINGLE METER PIT SERVICES. NA SEE SHEET 104 SEE SHEET 114 SEE SHEET 109 WATERMAIN JOINT RESTRAINTS PLUG VALVE NOTES: 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF RESTRAINTS IS INDICATED IN TABLE. 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST REDUCER TEE BE RESTRAINED TOGETHER. 3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY FROM VALVES AND BENDS. 4. SINCE VALVES ARE CLOSE-ABLE, THEY ARE CONSIDERED A PLUG/DEAD END APPLICATION. Z W 5. MIN 5.0' GROUND COVER READ. BENDS O J 6. ASSUMES 200 PSI TESTING PRESSURE. LENGTH OF RESTRAINED PIPE 0) U. O PIPE SIZE 8" 12" > 0 FITTING L L Q Q ARV N/A N/A M 90° HORIZ. BEND 18' 25' W W OAS 5010 5010 45' HORIZ. BEND 8' 11' r ) a) AU 19 22 1/2° HORIZ. BEN 4° 5' V� 11 1/4° HORIZ. BEND 2' 3' Q X J PROPOSED REDUCER TO 4" 43' 74' > GRADE Q � REDUCER TO 6" 25' 62' °' cr 5005 o S 5005 REDUCER TO 8" N/A 45' I- 0 Z W � � o � II REDUCER TO 10" N/A 25' O N z TEE-RUN N/A N/A o TEE-BRANCH 1' 2' o �' PLUG/FH 41' 59' rn cn d °0 5000 m oo ° Z 8" C900 DR 18 PVC - o- EXISTING 5000 rn z - GRADE _ -cn - - - - - - - - - - - - - - CL II _ - of Z NZ - 0_ N d � i0z0 II 4995 Z LZ>77 Z Z 4995 d � o -� - ui za0 0) - o zj —8" C900 DR 18 PVC a � 4990 0 �; 4990 o0) I � zo II - Z o - - j > >- LO 4985 c c c c a� c c- a o c c m c c - c- c c - c o c c a� 4985 W N N N 0 N N-Q N N N N m- N N N L N- N N .. TST INC. O Z � -� m O m O m O m ~ I j L m O m- cn II p� U O m �- m W L0 ~W 0] N m m- m ^ r7 m -� m O U 00 m 0 m L I I ~W O H W CONSULTING ENGINEERS O O to in N i1) (!1 O (n o rn co o .�- O 00 0 O to O 748 Whalers Way a W -NN tnN � � -OCR d- x O NO FOB X � � t00 � Z � � X � tn � I� � �t � � 00 U-) � � d (n � � -tDN �X � � Mll N ' Z CO CN N �X (n tn � aXfn O� � -Ou7 O � O � Od 00v � •J I\ � o � 00 r� r� U) Mao � v • O0� NO No0 rn � O I� ¢ 000V -C) O -00 � 0o ON Or7c 00� O a u7 a O O r� rfj M O a st oo r7 c Suite 200 Fort Collins + _ + °' ap + °' cp + rn Co + °' 00 + � °o + rn � + tea 1 + rn ao-+ rn � + oe -Fo + o � 0) + � O � > o � > O2 o ao oa OF O ao + 00 + + + I- -+ + + + + O + Colorado 80525 O cflt9-O � Orn O o � � � C9 N � o0C9 NO00 NO Nrn00NM00C9 � 0 O t� 000 � � 00 LO °' � 000 I� I� 000 LOCO ^ 0 a00 � 00000C9 00 0tn0 C9 d � �t � � } .- � .- � � d IV � � � � � � IV � � � d � u7 u7 Phone: 970.226.0557 p_ X - F- 1- H 1- N a H c 1- - 1- a H H H � _ i() I_ & - I_-r N a- u7 I_ u7 N N ¢oaoaa-¢ � � ¢ CL � ¢ w � ¢ I1O ¢ wFca ¢ aw00 ¢ CL � -¢ w � ¢ w � ¢ wo: co ¢ w � ta ¢ ate ¢ � � ¢ wI_ ¢ ¢ a- w ¢ ¢ a w 00 -¢ 0- of -¢ � � ¢ w w g a- w oo ¢ a � co ¢ IZ � ao JOB NO. �- oo I 1- 0 I _ mow � 00 � o F- (Dw I W IWl, IoW w W W w � 00 1 1230.0009.00 4980 �� 1 1-NI > NO � NO � SOW (n � 2 � cnl- > � NI- > tn � 2 N � �Ifn � > r- V � = I � � > N � > U).- > N � � '(n64 (J) � .(n � > (n � 2 Nl > NI- V) � 2 NI- = N 4980 9+50 10>+00 11+00 > 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50 SCALE H: 1"=40' V:1"=4' DATE OCTOBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 121 of 224 VERT: 1"=4' N WL-20 SEE SHEET 125 SEE SHEET 109 vuL-21 D c 2 AIR VALVE 1 0 STA. 10+00.00 ; . '29 LF 8" PVC STA. 10+71.57 ° •` ' `I - - 8"x8" Tee f LOT 1 m Lw z D $ 2-8" GTV (NE)(SE) -/ AIR VALVE VENT PIPE w ° O STA. 13+24.36 °� , a ✓y a STA. 10+04.15 -� STA. 10+02.60 > �` I• ► D t- / 8" 11.25' Bend 8"X8" TEELd ID - - 2-8 GTV (NE)(SE) 10+ u _o_ - - - - - - - - - - - -w 1-8" PLUG (NE) I. = 1°I u)I I° S Ai S 58 I I .{ LOT 9 4 I - o CF g WL 21 I z I / PVC 11+00 _� 12+00 236 LF 8" PVC 13+00 ;,° - 30' ELCOi )T 9 N �` D l o - WATER MT �T / I I M OU N TAI N WI L. W WY - - .10 , / o g l m° of I / / / �// STA. 10+30.84 _ I Q w , LOT 11 LOT 12 - - i' 25 LF 8" PVC I �. I 10 8"x6" Tee (SWIVEL) ti co N 1 N 1 / PROP. HYDRANT 1-6" GTV (SE) w I LOT 10 (n� . STA. 10+00.00 / STA. 10+30.84 LOT 6 I m ° I 1 8"x8" Tee �°- -8" GTV (NW) / DRAWN 34 LF 8" PVC I D m w STA. 10+26.41 _ ° a I TA. 10+04.00 / / LOT 8 LOT 7 BRB / r� w o r 8 x6 Tee �� I� _ + -6" GTV SW / LOT 5 CHECKED DAP _ 126 LF 8" PVC �30' E S _ DESIGNED 11 89 r'' Li I I l �wA R w > BRB 11+00 10+00 H� lT I S �_+- �� - I STA. 11+89.00 I /9 ` ' N fTl > FILENAME OFFSET 0.00' - - — r�� LOT 4 I a KEY MAP 0009_WATER P&P HYDRANT hI p = R° IT- `°- i - I _ _� 1 °° N.T.S. 1-8"X6" REDUCER w 9' I I I 21 lyl `S 8 - * —[_ rri w -� NOTES p,DO L/c S ail ,/ I I ��•''RE•• P�' D LOT 28 (n r M S LOT 3 N 1 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE Q STA. 11+54.00 / LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF Q �G 8"x8" Tee � 'I 1 1, I o 1 � I I _ � , , , I I I RESTRAINTS IS INDICATED IN TABLE. G P S� • STA. 10+26.41 2-8" GTV (NE)(NW) I - OFFSET -23.00' I I LOT 27 LOT 26 / LOT 17 I l 0 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST STA. 10+00.00 HYDRANT I I I �I I + BE RESTRAINED TOGETHER. 1 LOT 18 LOT 2 1 �O •.....••'G� 1 : ' S' LOT 19 1' I I 1 3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY /ONAL E� 1 FROM VALVES AND BENDS. LOT 29 cn D1 L -S yy S - e 4_* _ 4. ANPLUG%DEAD END APPLICATION: THEY ARE CONSIDERED I I _ ' l I nT i STA. 15+81.36 1 1 5. MIN 5.0 GROUND COVER REQD. SEE SHEET 110 SEE SHEET 123 SEE SHEET 107 6. ASSUMES 200 PSI TESTING PRESSURE. NOTES 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL NOTES. 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" DUAL METER PIT SERVICES, OTHERWISE THEY ARE TYPICAL SINGLE " METER PIT SERVICES. WATERMAIN JOINT RESTRAINTS 5015 5015 PLUG VALVE Z W p J 5015 5015 co 2 - O PROPOSED 5010 5010 REDUCER TEE Q Q GRADE m LU ad 5010 5010 PROPOSED D GRADE— Z 17 `� 5005 5005 BENDS J m LENGTH OF RESTRAINED PIPE 5005 w 5005 m:. PIPE SIZE 8" 12" Z o a _ - -- - - - - - - - - - - FITTING L L LU - - - _ $" C900 DR 18 PVC � O — EXISTING ARV N/A N/A 5000 — — — GRADE 5000 EXISTING g0° HORIZ. BEND 18' 25' - - GRADE - 45° HORIZ. BEND 8' 11' 5000 - - - - - - _ - - 5000 r 8" C900 DR 18 PVC III 22 1/2° HORIZ. BEN 4' 5' c� 0 0 - a o 11 1/4° HORIZ. BEND o o m W REDUCER TO 4" 43' 74' CK o z 4995 z 4995 II < REDUCER TO 6" 25' 62' � � Z r ^ 4995 a �* 4995 Z '� W "� REDUCER TO 8" N/A 45' II z 't REDUCER TO 10" N/A 25' N Z Cn II TEE-RUN N/A N/A - > °0 Z TEE-BRANCH 1 2' 4990 4990 PLUG/FH 41' 59' 4990 4990 a� 3 � m . . ^ 4985 (D 0 m m m w U)i 4985 4985 0 Z m 4985 0002 z °° o°°o ioCn `n `° oo N n n N • co N LO iq= oln '"? ao a� . m O x O x Z H ^ I- ^ F--^ 002 MO ; r ¢ 0000 _: r 000) pMj � 0 - O � Nr- : oo ¢ ooNaoZ � ``� � 3 o A 3 + oao � + oao � + > + oao + °' a0 + °� $o i' °' 0o �" °' 00 + 0) 00 � Z co O rn z p o C D 0 0 0 0 0 0 0) O r7 r7 t0 TST INC. 0i x co X O fV In N �- 'n IV d � ^j CONSULTING ENGINEERS +� + 000 � + 000 � + 000 � ¢ a- WcO ¢ a. Wio ¢ Q ¢ ate ¢ o_ � ¢ o_ �_ ¢ � � ¢ � � ¢ � � o0 y O 0 0 0 C9 0 0 (� H O O I H 00 I H O O I- O 1- O W H O LiJ H O �i! Suite 8200 Whalers Fo t Collins .- 0 N � � N � in 4980 U) H 2 N (n � M: U) tit U) _ z: (n � �-N H U) � N I- I- 0 0 d � N � 2 N 4980 Colorado 80525 ¢O ¢ n 00 ¢ a to ¢ 00 Phone: 970.226.0557 1- I- 0 0 1 1- o O 1 F-. 0 0 1 9+50 10+00 11+00 12+00 13+00 14+00 15+00 4980 (n a U) I— = N U) ~ _ (n 2 4980 JOB N0. 1230.0009.00 12+50 12+00 11+00 10+00 9+50 SCALE H: 1"=40' V:1"=4' DATE OCTOBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 122 of 224 VERT: 1"=4' N WL-21 Z 0 cn a_ z � O 0 co C/) w nrl SEE SHEET 122 I L2 I I W I I ILi I I I o I I I STA. 15+81.36 I I � 8" 45' Bend I I I I I I I DRAWN 7-7 BRB E E E- - -- v .� CHECKED DAP LONGWOOD DR N �- STA. 19+96.60 SS-2A �J 8" 22.5• Bend DESIGNED 3 '� BRB 27 LF 8" PVC xo WL-21 � � STA. 21+17.66 VAV O 17+00 " 18+00 19+00 20� 8" 22.5' Bend FILENAME E, E a E` 348 LF 8 PVC oo KEY MAP 0009_WATER P&P - -IRR-16— - -- � � N.T.S. GF 8" z p,DO L/c w I I STA. 19+57.70 \ AV PR P HYDRANT NOTES 'RE '' �- 8"x8" Tee \ C �x o STA. 21+95.41 i Vp�•';a0 STA. 16+08.93 2-8" GTV NW SW \\\2 0 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL 8 45' Bend STA. 10+43.00 ` o \ i NOTES. �p��G Gp��' • " 59 LF 8" PVC 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" �p't .�• 38 LF 8 PVC / DUAL METER PIT SERVICES, OTHERWISE THEY ARE ----- '� TYPICAL SINGLE METER PIT SERVICES. /� " ONAL STA. 21+77.48 ' �� - 8 11.25' Bend 26 LF 8" PVC x 17 LF 8" PVC 0o -- STA. 22+22.69 1 �12"x8" Cross WATERMAIN JOINT RESTRAINTS STA. 21+95.41 2-8 GTV E W " 8"x6" Tee (SWIVEL) Al" ( 1-12" GTV (N) �� I I - 1-6" GTV O �� PLUG VALVE WATERMAIN JOINT RESTRAINT REDUCER TEE STA. 22+99.62 OFFSET 0.00' HYDRANT �� 1-8"X6" REDUCER � G / Z W BENDS O_ 5015 5015 LENGTH OF RESTRAINED PIPE O PIPE SIZE 8" 12" FITTING L L ARV N/A N/A W 06 N N 90° HORIZ. BEND 18' 25' 5010 — 5010 45' HORIZ. BEND 8' 11' Z 22 1/2° HORIZ. BEN 4' 5 a + 0 J 11 1/4' HORIZ. BEND 2' 3' > Ld II 0. PROPOSED Z REDUCER TO 4" 43' 74' a GRADE ' REDUCER TO 6" 25' 62' 5005 EXISTING _ -_Cj! 5005 Z REDUCER TO 8" N/A 45' W -GRADE - c REDUCER TO 10" N/A _ _ 25' O F_ N/A N/A a r TEE-RUN a N PLUG/FH 41' 59' 5000 8" C900 OR 8 PVC 0 0OLO - w a 5000 30 Z' II Z > N ; NOTE& Z Z CO - 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE LOCATION OF ALL -- FITTINGS. ADDITIONAL LENGTH OF 4995 - 4995 RESTRAINTS IS INDICATED IN TABLE. 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST BE RESTRAINED TOGETHER. 3. LENGTH OF RESTRAINED PIPE MEASURED r _ EACH WAY FROM VALVES AND BENDS. Q00 4. SINCE VALVES ARE CLOSE-ABLE, THEY 4990 Z 4990 ARE CONSIDERED A PLUG/DEAD END vai II APPLICATION. 0 0 5. MIN 5.0' GROUND COVER READ. 6. ASSUMES 200 PSI TESTING PRESSURE. V ca N 4985 m m (n °° m 0 — C C 4985 TST, INC. CO 17 0 3 0 Op C4 i. O �� - I\ N pry G� � CA u7 Gn O Z tD r7 N q 4-* � � Z t0 U �Z -1 . O � 00 � m tD Q CON748LTWhaIerING NGVNoEERS 00 I� O 00 v (6 CO CV -� `� nj 00 �v -O 00 dam_ O) Suite 200 Fort Coins 00 1- a 0 r__ Ln N a O N a N0 + O F- 00 Colorado20 + 0 + 000 + 000 + O00-+ O00 + O � 0 - =� Co OO CV O N Phone970. 2605 57 . C LO N NN N (V IV N ^ Nu7 Nu7 �ja -a aa F- � JOB No. Q Q CD 1230.0009.00 OO OO oo I F-O O j cOO O - OO 4980 cn � = cnr = � � = NNam = 2 cn I-- X: 04 � cn 12 4980 SCALE „ , „ , 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50 H: 1 =40 V: 1 =4 DATE OCTOBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 123 of 224 VERT: 1"=4' N WL-24 Z 0 (n a_ z it O 0 U) w w -2 Q 0 SEE SHEET 113 WL-22 SEE SHEET 103 _ SEE SHEET 123 DRAWN I I BRB 7- 7, I I I o I I I I• • �I CHECKED w ° I PROP. HYDRANT I I DAP 1 = I _ " STA. 10+00.00 STA. 10+40.00 O DESIGNED STA. 10+50.00 1 STA. 10+06.00 1-8"X6" REDUCER I 8 x8 Tee O rrl " " _ � 2-8 GTV (NW)(SW) FILENAME BRB OFFSETHYDRANT I �I0 12 x8 Tee -q I e STA. 12+04.13 KEY MAP 0009_WATER P&P fi 1 8 GTV (NW) WL 23 1-8"x6" REDUCER -212 STA. 17+23.97 - - 0 10+001 I �° �� N.T.S. L _ la _ STA. 10+00.00 00 L/c 10+00 OFFSET 0.00' I !STA. 10+43.00 NOTES pp`�P•" t I 35 LF 8" PVC HYDRANT 8"x8" Tee vim.•• � �O�P�O� 49 LF 8" PVC 1-8"x6" REDUCER P WL-24 2-8" GTV (SW)(NW) 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL - 10+'00 NOTES. I o I a I 32 LF 8 PVC 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" l DUAL METER PIT SERVICES, OTHERWISE THEY ARE S/ONAL E� w - L TYPICAL SINGLE " METER PIT SERVICES. I = 0 o I ° III I - O N IY lh 'i WATERMAIN JOINT RESTRAINTS SEE SHEET 103 SEE SHEET 113 SEE SHEET 123 PLUG VALVE REDUCER TEE 00 Z W BENDS O J LENGTH OF RESTRAINED PIPE LLO PIPE SIZE 8" 12" FITTING L L ARV N/A N/A W Old 5005 5005 5015 5015 90' HORIZ. BEND 18' 25' D 5005 5005 45' HORIZ. BEND 8' 11' Q z _ PROPOSED 22 1/2' HORIZ. BEN 4' 5' Q —GRADE 11 1/4' HORIZ. BEND 2' 3' > EXISTING GRADE EXISTING REDUCER TO 4" 43' 74' --- 5000 5000 5010 GRADE 5010 REDUCER TO 6" 25' 62' 5000 5000 — — — PROPOSED REDUCER TO 8" N/A 45' W GRADE REDUCER TO 10" N/A 25' O 8" PVC _ TEE—RUN N/A N/A Q PROPOSED TEE—BRANCH 1' 2' GRADE 8" PVC 4995 _ 4995 5005 5005 PLUG/FH 41' 59' 4995 4995 8" PVC EXISTING— GRADE NOTES: 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE LOCATION OF ALL FITTINGS. ADDITIONAL LENGTH OF 4990 4990 5000 5000 RESTRAINTS IS INDICATED IN TABLE. 4990 LO 4990 2. LENGTH REFERS TO THE AMOUNT OF PIPE WHICH MUST BE RESTRAINED < Co TOGETHER. Z � < II r �'- 3. LENGTH OF RESTRAINED PIPE MEASURED > Q ,6_ EACH WAY FROM VALVES AND BENDS. 00 Z ~ °' 4995 4995 4985 N 4985 4. SINCE VALVES ARE CLOSE-ABLE, THEY 4985 4985 ARE CONSIDERED A PLUG/DEAD END 'z- APPLICATION. 5. MIN 5.0' GROUND COVER READ. 6. ASSUMES 200 PSI TESTING PRESSURE. 3 4990 z 4990 4980 FT 4980 4980 z O 3 4980 o a IT IR o rn N TST, INC. Z O 3 O� O oo v O CONSULTING ENGINEERS 00 < O 0) pp z p O N TOO N x 748 Whalers Way • (3 O Ux >� r O (0 ♦ 2 + �000 Suite 200 Fort Collins 2 + � 04 F— O= O + 0) O O Colorado 80525 O 0) � C9 d '— � N a0 � pp Phone: 970.226.0557 a N a Q H wp ai 4985 cn a f% � > N JOB NO. w � o o °° 4975 cn a cn f- = cv 4975 - 49 5 1230.0009.00 4975 (n a- V) l­­ _ 4975 9+50 10+00 11+00 11+50 SCALE 11+50 11+00 10+00 9+50 H: 1"-40' V: 1"-4' 11+50 11+00 10 00 9+50 DATE OCTOBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 124 of 224 VERT: 1"=4' N WL—25 Z 0 z � O 0 U) w w w Q 0 SEE SHEET 103 wL-27 m I I I DRAWN STA. 11+54.00 I I° `� _ I BRB 8"X8" Tee I O I CHECKED 2-8" GTV (NE)(NW) I o DAP I I I STA. 12+47.36 DESIGNED TA. 11+54.00 2" AIR VALVE OFFSET 0.00' I D I BRB STA. 11+63.78 - - -- - HYDRANT 1-8"x6" REDUCER I STA. 11+76.51 1 " FILENAME B 12 x8 Tee 0 48 LF 8 PVC _ , KEY MAP 0009_WATER P&P — — w_ I STA810+0.00 �IyL_25 162 LF 8 PVC 83 LF 8 PVC — fi — — — — — — — — — � I g n I STA. 10+48.61 N•T.S. " " 10+00 11+00 12+00 OFFSET I HYDRANT.00' DO L/c 1 U� .ao P � — w WL_27 1-8"x6" REDUCER NOTES — � E E E - - - - - - - I I: 10+00 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL - NOTES. Q� FORk 2i BI I 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" 'L o - LLJ I I % OTHERWISE THEY ARE N I DUAL METER PIT SERVICES, ONAL 3 LOT 8 m , , I° I I TYPICAL SINGLE " METER PIT SERVICES. I,e LOT 10 LOT 9 S Wry w I I WATERMAIN JOINT RESTRAINTS SEE SHEET 122 _ ° IRR SEE SHEET 103 PLUG VALVE REDUCER TEE C0 BENDS LENGTH OF RESTRAINED PIPE O PIPE SIZE 8" 12" FITTING L L ARV N/A N/A W od 90' HORIZ. BEND 18' 25' D 45' HORIZ. BEND 8' 11' Q Z 22 1/2' HORIZ. BEN 4' 5' 5015 5015 5005 5005 11 1 4' HORIZ. BEND 2' 3' > J REDUCER TO 4" 43' 74' Q REDUCER TO 6" 25' 62' PROPOSED REDUCER TO 8" N/A 45' z W PROPOSED GRADE REDUCER TO 10" N/A 25' O 5010 GRADE 5010 5000 5000 Q TEE-RUN N/A N/A TEE-BRANCH 1' 2' PLUG/FH 41' 59' EXISTING GRADE 5005 1 5005 4995 g" PVC _ — 4995 NOTE$ 8" C900 DR 18 PVC _ - - - - - 1. RESTRAINTS SHALL BE PLACED ON JOINTS AT THE LOCATION OF ALL - FITTINGS. ADDITIONAL LENGTH OF RESTRAINTS IS INDICATED IN TABLE. EXISTING 2. LENGTH REFERS TO THE AMOUNT OF GRADE _ _ _r PIPE WHICH MUST BE RESTRAINED 5000 - - 5000 4990 4990 TOGETHER. 3. LENGTH OF RESTRAINED PIPE MEASURED EACH WAY FROM VALVES AND BENDS. 4. SINCE VALVES ARE CLOSE-ABLE, THEY ARE CONSIDERED A PLUG/DEAD END APPLICATION. 4995 z 4995 4985 4985 5. MIN 5.0' GROUND COVER READ. o w 00 O v 6. ASSUMES 200 PSI TESTING PRESSURE. o � z � �� o � � ¢ o � ¢ � " r�i ¢ o A ' o `' °x° 04 oo � 0 ± � N + o �. 0 .— — `_ o � N � T THIN . ¢ w 00 Q ¢ ¢O Q w W ¢O CONSULTING ENGINEERS Ln H 00 1 H A H O O 1 H 748 Whalers Way 4990 cn � = c� �`� N — 4990 4980 u) _ N p- — 4980 suite 200 Fort Collins Colorado 80525 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=40' V: 1"=4' DATE OCTOBER 2024 40 0 40 80 SHEET scale HORIZ: 1"=40' feet 125 of 224 VERT: 1"=4' N Z 0 z O V) (n Ld V �O / • . 9y i I I � I <<p I EX. 100' Li / LL ROW I Q � / I I � o 8 48 LF 4" PVC I I I m STA. 11+11.38 I STA."10+80.78 IRR-01 DRAWN 4" 11.25• Bend I 6 x4 Tee I BRB CHECKED ° 1-4 GTV W 1-12+83/ DAP 1-6" GTV (S)_ _ _ - - - - - STA. 12+82.90 DESIGNEDBRB IRR-01FILENAME 6" Plug - ���DO 12+00 " 0009-IRRIGATION STA. 10+00.00 ° � N � +� C 00 Sg.18 WL-01 00 co ° GOODHEART DR I I �PpO L/c / N ps:' RE STA. 15+38.50 / 4"x4" Tee 626)5W) I v 0 cn �� S�0 L���o •....•• �` KEY MAP G N . T. S. NOTES 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5-FEET BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. CIO 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z a WIRE. J O 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL co OTHER EXISTING UTILITIES. 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W 5005 5005 STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT COLLINS WATERLINES. a m W PROPOSED 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D GRADE CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. c 5000 5000 a J EXISTING o_ M GRADE w -t rn of -t a - - w II II� F_ - _ 3 II 4995 � ? 4" PVC - - _ Z J "' Z _ - 4995 Z 0 0 Z 4990 499011 IN, O Z 4985 > 0 4985 � 0) Z � v va, II c a� v -v_- v v v � � c c-00 0 c c a� c c c c c N N N N N N 0 0 0 0 N N N 4980 r 0) � 0°-rn 0° L N- m— m 0° m m m m m—O ~ 4980 0 _O 0 b pp CN b-0 t•�_M N tp N N �_N M �_� r� 00 7 L0 —p r) �_� Lo � �� =0 � >" —1� 0i O d'_ N X —CV —4 M d- 00 � 4 O d- 4 L6 � 't Ld � O —cV X • —N N-N 1n N CC7 a tp >: If) ¢ —0)- —0 CV N a � � � 0) I� 00 d 00 a + + � � + rn � + rn � -+ � + rn d- �. rn ca— o) 0) t + a' + � � + 0) e + 00e + 00 � ,4 —+ rn ca d'- a.) + —+ d- N rn �- �— d-- p- Orn O-rn prn _O prn 0`' rn -�-rn -ern Nrn C N � N � N � -Nrn 7-mod rd � � _� � � � �j P• � N-�-� -r � � � d � � � � � �i � � � � t4 t- H H_ _ F _ F= 1- F_ Q �-Q � � Q � � Q � � � � � � 0 �_� � �-� O � HOB HO >-HOB HOB IQ- O �-� O � IQ- O � HOO 4975 v~ico-v~i � � t~n � � v~i � �-m � � Nl- = tom =-tn � �-En � �`� Nam '-N � � cn � �_N � �-Nt- —cnl- -tn � = 4975 9+00 10+00 11+00 12+00 13+00 14+00 14+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 126 of 224 VERT: 1"=5' N Z O z it O (n w LOT 16 N / LU LOT 17 30' ELC 14 LF 4" PVC / WATER E T Y 2 o STA. 15+23.50 / p LOT 18 v)�� 4" 45' Bend w LOT 19 1 22 LF 4 PVC / �� oC) / LOT 20 N o " STA. 15+00.95 / IRR-02 °' STA. 15+25.50 L� �' 43 LF 4 PVC 4" 22.5' Bend / �� / 6"x4" Tee 40 LF 4" PVC. o�° s / 1-4" GTV (NE) " �o . _ n - // DRAWN BRB " ( ) 42 LF 4 PVC 372 LF 4 PVC IRR=o2 / 1-6 GTV SW C9 1 A CHECKED STA. 10+00.00 LLo 00 IRR-02 i1+00 3 i2+00 13+00 14+00 3 15+00 a 38 STA. 10+62.65 DAP ST—o4 �' tO MOUNTAIN WILLOW WY tO 4"x4" Tee _ SS-01 � 1-4" GTV (N)(W) DESIGNED FILENAME j — LOT 1 N 6 0009-IRRIGATION Z0 LOT 2 N > / ° / p0 L/c !K � w LOT 3 Q LOT 4 I / / / / p���'GOBS ' T � �O� S�ONAL ECG\ KEY MAP NOTES N . T. S. 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5-FEET BELOW FINISHED GRADE UNLESS 5005 5005 OTHERWISE NOTED. " AND SMALLER FOR THE MONTAVA & 00 3. ALL IRRIGATION LINES 12 (6 PSD PUMP STATION SHALL BE CLASS C9OO, DR 18 PURPLE rn-- ,n PROPOSED a' �° 0)-> GRADE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. CIO 5000 00) CD N >-Uj � 5000 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C9O5, DR 18 Z II Z-� II PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z a EXISTING Z Z ARE' O J GRADE 4" PVC 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES 0 VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL �? — — OTHER EXISTING UTILITIES. Im 4995 - - - - - - - — — — — — — — — — — — — — — 4995 > W 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT COLLINS WATERLINES. a 4990 4990 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D W CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. C0 CIO W a a = J N Of 0 4985 < 0 4985 a Z � F va, II O 00 p ° ~ -° a. N C c c c c c m 0— N O 1 0— 4) N N N N m 4980 ~ 0° m_ m m m_ m O n -N o N o0 ,n m o O 4980 Z O � M � � a0 N � 00co O � _ =00 � � N n00 XO Oda V) 't (D 00r` 00 � N � —Nr` 0L0a NLa Mks 0rn 0rn -0rn � 0 � � + rn �_+ � � 0rn � + � � Lf) N ~ � � � � om� = ~ � � - g� o o oo 4975 v n -t _ t t f_ 2 cn - 3: 4975— 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 127 of 224 VERT: 1"=5 N Z 0 z it O (D U I I • - -- IRRIGATION > w 0 IRRIGATION SERVICE (TYP.) R yy .4 I _ w o' SERVICE (TYP.) I� LOT 1 IFIOR IFNWR I _ I I IF14R LIJ I I I I I I I IRR IRR 04 I 1 :. - — — — w : E E E "STA. 10+00.00 •. 6"x4" Tee „ - 7 w 1-4" GTV (NE) r _ is o w 1-6" GTV (SW) .: �•� "' ` s . IRR-03 LU LU o _ MONTAVA AV o w # g, o �r, '' •' 0 0: 1-6 X4 REDUCER (NE) o x ' • q, - � ST 15+25.50 bra MONTAVA AVE Ma . ST-0_rl 2 LF 6" PVC " gs " ' � 7'� STA. 21+09.50 E - " E " " /. ,. :, ;. DRAWN 243 LF 6 PVC: F: _ Yw� 4 x4 Tee • E E :o .a 10+00 'IRR-03 IRR 03 N z L BRB 11+00 12+00 13+00 11 14+00 m 15+0 LL] L` 16+00 17+0 18+0 19+00 :A 20+00 21+00 I S2T-A4." 1G0T+V7 5.S4E4(NW) CHECKED I I I •MSTA. 10+08.25 STA. 10+00.00 IRRIGATION SERVICE (TYP.) ; w DAP 8"x6" Tee 6"x4" Tee LOT 19 LOT 17 OT 15 LOT 13 I / I 2-8" GTV (SE)(NW) 1-4- GTV (NW) LOT 1 LOT 9 OT LOT 5 OT LOT 1 o I I / DESIGNED I' (n LOT 2 / BRB / I 1-8 PLUG (SE) 1-6 GTV (SW) LOT 12 LOT 1 LOT 8 OT E LOT 4 OT LL �I LOT 20 LOT 18 LOT 16 LOT 14 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 I' FILENAME Tr STA. 10+00.00 STA. 12+44.13 _ / /ROW Y �t3a• �w BLOCK 9 5' UTILITY — 5' UTILITY Icn LOT 1 w / / p 0009_IRRIGATION / � .' va ESMT. (TYP) ESMT. (TYP) 30' ELCO CI / I e `''`" �• er' h S S S S S S S S S S S S S S S S S S S S S S S S S S S WATER ESMT•" // / �� 0 L/ — — — — — — — — - - - - - — — p� PO w I AIL / • .a 7 ,Sa • . ,. .. .. .... "-o e rM 4 'y y R V a i 'S~r« J G S :t �• ALLEY A - KEY MAP- /ONAL NOTES N • T. S. 1. ANY UTILITIES NEAR CONSTRUCT10N ACTIVITY NEED TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5—FEET BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. CIO 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z Q WIRE. J 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18—INCHES O 5010 5010 VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W M=> o EXISTING STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT Q 0 —o GRADE COLLINS WATERLINES. Q 5005 0 °'— PROPOSED 5005 cn II GRADE 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT Dco W — CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. > N >- _ - - Q W Z � Z _ - - _ Q = J 5000 - - - Exam 5000 4" PVC .n Q Q 10, 6" PVC 6" PVC 4995 — _ m — — — N 4995 O 1 wLf) O II z a0 Z 4990 4990 v v m m a0 a0i IV fl dIV• cD � . �a d• m 0 ' m m m m - _rn �d m- 49854985 � m O' 0 - ONO a � 0 N0 r — ,n oo r\ b-�r*-04 N CO O x d Co X � I ) N -6 d x p N � Vd - Mx0) N � N M ) N o O LC) A — c� 00 00 00 I\ t + 00 + � co + rn + rn -+ 0-) cfl_� � R0rnA + oVP + � rn0 + �Orn C, (0 M CID moo 1 ) 0000) O �=o 'to N_� LO N LC) N- _ HOO Q � �-Q � �- 4980 tn � = v~i � = 1 0 � (nFf n � =-~ O � How � � a= How How-� o � IQ- oo cnI— cn � � NPR U) F-- � � (n � �-(nl— �-� � = 4980 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 128 of 224 VERT: 1"=5 N Z 0 z it O 0 w -- - (nLd fnA I I A IO ti. LU n t'h'1 s • �, .. -ALLEY D r• m 6 V M 3 _ J — e w LOT 4 S S S S S S S S S S S S S S S S S S S S S S S SV1 Ss 7 z 5' UTILITY � I LOT 3 LOT 64 LOT 66 ESMT. (TYP) LOT 76i I �.� IRR-04 OT 38 OT 4 LOT 42 T 4 LOT 46 OT 4 Z LOT 60 OT 62 LOT 74 — _ OT 3 LOT 41 OT 4 LOT 45 OT 4 OT 4 LOT 61 LOT 63 OT 65 LOT 67 LOT 68 LOT 69 LOT 70 LOT 71 LOT 72 LOT 73 LOT 75 30' ELCO w WATER ESMi LOT 2 Q 0 STA. 10+98.94 IRRIGATION 6 IRRIGATION 25 LF 4" PVC — STA. 19+57.22 9 LF 4" PVC 4" 45' Bend SERVICE (TYP.) R W 25 LF 4" PVC SERVICE (TYP.) s N LOT , " " _)� STA. 10+88.90 1 I 1 1 '� " 1 I I I I I ' " ` i 1 I I R I 1 " 4 x4 Tee El IRR-04 252 LF 4 PVC 490 LF 4 PVC IRR—o4. `. 68 LF 4 PVC 4" G 4" 45• Bend — (NW)(SE)2 TV +00 .12+00 13+00 ' 14+00 15+00 16+00 17+00 s 18+00 19+00 19 57 $TA. 11+04.25 DRAwN E E E171 a. BRB .l CHECKED 0 L, �' •^�� . " `yh y DAP DESIGNED COW MON I AV AVE 00 �4 .t — N MONTAVA AVE x �• ; I BRB a u "li.t'.1• ' FI LEN AM E 0009—IRRIGATION IF o IRR- 03 E E 'v STA. 10+00.00 1 A b I Al I &I Lij Al Al Al I I I I to LOT 3 / p��•••RE•• �p�. 6"x4" Tee" OT 15 LOT 13 1-6" GTV (S I.' // V.• Q PQQ���G�� 1-4 GTV (NW) LOT 19 LOT 17 I W) OT 1 LOT 9 OT LOT 5 OT LOT 1 �_ / o I LOT 2 / / Q��OD COP O STA. 12+44.13 OT 12 OT 1 LOT 8 OT LOT 4 OT LOT 20 LOT 18 LOT 16 LOT 14 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 I / / ,` •�.•�� �._ _. _.. _ /ANAL G KEY MAP NOTES N . T. S. 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5—FEET BELOW FINISHED GRADE UNLESS 5010 5010 OTHERWISE NOTED. 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. CIO o � 5005 N PROPOSED 5005 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z II GRADE PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE Z > . J z � O 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18—INCHES a. EXISTING — — — — — VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL 5000 GRADE — 5000 OTHER EXISTING UTILITIES. - - - - — — — — — — 4" PVC — ;r, > w — — — — — — — — 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME 0 0 STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT 4" PVC _ _ — — — — COLLINS WATERLINES. Q 0 w 4995 — �? — — — — — �>- 0 4995 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT w � CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. IWO) 4990 Q 4990 Q Q Z � Z O m c m m m a0 m a0i 0 m m m 4985 0 ~ o °° °°—o m o °° c —� ao—u� 0°— °°— °° m a� — _ _ 00 N m—N m—t� m—O m—N ~ 4985 O N �_� r u7—Lq N ' _M O C� O _� co .- in—N �A- N — —� —N Z �_� O -N r7 n N —N r7 to—t0 rn _ O O co �X —cG —cc � _O r` * 00 O —00 — —M —�. to '� _I� —00 00 —00 N —� ao AX t0 d� � —� Nr —MN � _BCD 000OR —OOc lncfl —mod —�.O tDO _tD00 000 + 0 p+ rn d'-+ °' 't + rn �_+ rn + rn d�—+ rn d- a, 't —+ � 6, � rn � o � _ rnA —_+ rn � oR —_+ rn O -O � —Orn -OO Orn —Orn K+) rn —'tea' —� � d--M � `r 000 -00rn � 00 � -000 d' O) � a— N - � —� d- _� � � 't IV—I_ N s- d- .� �. -�. r � � . IV Z a a~ - == — te X—a a a -= : = o o o � cno 0 U) >— o 4980 �-n N _ N _ 4980 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 129 of 224 VERT: 1"=5 N Z 0 z it O (n w w WL—05 w Q 0 "U I'�y S S a S LOT 10 25 LF 4" PVC \ \ LOT 18 m 40 S �° LOT 9 �S K STA. 12+86.27 STA. Y13+12.10 \\ ` LOT 41 S / LOT 8 4" 45' Ben 4" 22.5' Bend SOT 17 DRAWN BRB .� S LOT 7 73 '9� \ LOT 42 V ` / CHECKED LOT 5 LOT 6 PVG 0 LOT 13 \\ ` \ DAP STA. 11+62.67 LF / LOT 14 \ 'e �\ DESIGNED 45' Bend �zk°° \Z TRACT N S �1ppQ BRB LOT 15 5 LOT 4 A3 S FILENAME LOT 3 Q .O��P� 0009-IRRIGATION / LOT 16 c, LOT 2 TA. 10+90.01 4" 22.5' Bend or p,DO L/c LOT 1 IRRIGATION ^N MOUNTAIN WIL OW WY �`°o ��� L SERVICE o° h�o3 ��� � ••••••• x � Kt vo�•� pJP� pC� (TYP.) STA. 13+76.66 LOT 13 • �R 6"x4" Tee G P $ LOT 14 0011 JG —4" GTV (SW) • TRACT U STA. 14+43.61 LOT 15 c, S/ONAL��G e °O W"' LOT 16 STA. 1+78. KEY MAP 100 ��. 1 6"x4" Tee L. 1-4" GTV (NW) ;• O� LOT 17 5 NOTES N ' T. S. / 1-6" GTV NE STA. 10+00.00 / i v� ♦ 9'A �' 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE LOT 9 VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR • �/ �' PRIOR TO CONSTRUCTION. 2. ALL PRESSURIZED IRRIGA1ION LINES SHALL BE BURIED A MINIMUM OF 5-FEET BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. co 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z Q WIRE. J 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES 0 VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W 5010 5010 STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT PROPOSED COLLINS WATERLINES. In Q GRADE W 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. co c 5005 W 5005 Q J In Q = Q EXISTING 5000 GRADE — 4" PVC 5000 Z 0 Z 4995 4995 0 Z 0 m 0 0 m m 4990 LO • ONE ONN � N � NNE O N (00 , 4990 O0 X O � N CVO (6 rLO N 1MN X + m io + m * + 0) + 0 + off + 0 (0 0 � IV 0) O � O ll� �V IV ¢ a � Q � F Qa. � Q � X Qa � I- 00 HOO 1— OO H00 4985 Nam = � i— = N i— = � � — Cn X: Cn 4985 9+50 10+00 11+00 12+00 13+00 14+00 15+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. Z 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 130 of 224 VERT: 1"=5 N Z 0 z it O (n w w G' • l LOT 28 OT 27 OT 26 LOT 25 ''< LOT 24 OT 2 LOT 22 LOT 21 LOT 20 LOT 19 OT 15 OT 1 OT 1 LOT 18 RR-06 w LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT .1`' OT 1 OT 1 Q LOOK 5' UTILITY LOT 16 S S S S S S S S — S — S S —S S — S R W S S S ESMT. (TYP) S S Sw - - LOT 17 ALLEY E - - - • > �� z. DRAWN STA. 12+44.42 , LOT 18 ' " — — — 5 UTILITY EY D BRB " 4 x4 Tee S S 7S S ESMT. (TYP) S S S� S S �► S S — _ CHECKED STA. 10+00.00 /:. �/ / 2-4 GTV (NE)(SE) LOT 21 S S S S S S DAP 8"x6" Tee ' 1-6"X4" REDUCER SW LOT 23 LOT 25 OT 2 " LOT 19 STA. 10+00.00 LOT 22 OT 2 LOT 26 LOT 28 LOT 33 LOT 3 STA. 17+52.01 DESIGNED 1-8" GTV (NW) / - / IRRIGAl10N LOT 29 OT 3 LOT 31 LOT 32 OT 3 LOT 36 4 45 Bend BRB 1-6 GTV (NE) / / / 29 LF 4" PVC FILENAME AM E SERVICE TYP. 4 LF 4" PVC LOT 38 LOT 0009_IRRIGATION STA. 13+65.25 IRR-06 � 1i""+oo� / 133 LF 6" PVC IF - - ( ) I I w •: 17 I I LOT 37 LOT 39 IRR-06 . fo 0o 86 LF 6" PVC / 12+00 13+00 -257 LF 4" PVC 14+00— 19 LF 4" PVC 218 LF 4 PVC 17+0o IRR-06 15+00 . 16+00 " of 25 LF 6" PVC LJ Y LJ I p0 L/ '' o I o rj STA. 17+47.76 I IRR-o8 WR I �P''••''c / ST-3A STA. 17+71.51 19 LF 4" PVC PQ / 40x4" Tee + — p0��' / o °`• I 2-4" GTV (NE)(SE) QF,� .aa a• ff STA. 10+00.00 I I O� •' IRR-07 O / o s I I I I I I _j I I I I S/DNAL A •` \� z KEY MAP Q LOT 35 LOT 37 OT 36 LOT 51 LOT 50 LOT 49 LOT a .n LOT 34 OT 3 LOT 32 LOT 31 OT 3 LOT 29 Q LOT 59 OT 58 OT 57 LOT 56 LOT 55 OT 54 OT 53 LOT 52 N . T. S. 5' UTILITY m z NOTES IRR-24 � � � � - - - - $ $ -; � TRACT AA —o — — — S S — $ — $ $_ESMT. (TYP) �' 0 S S .w N ^ TIES NEAR i'#• '� ;�,�� o VERIFIED UTILI ERIFEDLI ORIZONTALLYNANDUVER D CA TICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. m 0 ALLEY D 3 _ • --r _ to� -_ T — — — 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A S S S S S S S S S S ". c — —c�—c MINIMUM OF 5—FEET BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. co 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER z Q WIRE. J 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18—INCHES O VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL co OTHER EXISTING UTILITIES. cr 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT COLLINS WATERLINES. �In � Q 5010 5010 W 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. co c W a Q = J 0) 5005 PROPOSED NO) 5005 > a GRADE EXISTING o II Q Q GRADE z_ z O 5000 6" 5000 O 1 - - - —PVC_ — _ � Z � - — 4" PVC _ — — 4" PVC — — — - - 0 4995 4995 w o �n LLJ ' C 0- > C N C } C C 0- 0- m m a� m oo z a� a� a� m a� m °o m 4990 I- m m m m ~ m m=� o °° m H 4990 O LO —c0 N N ,� � -rn • 0 00 c0 O N =t0 0 10 r, —M 4 M r7 iq—� in-Q -d' o0 In —O u7 0 X cp. d'-D0: .00: x cal: -� 00 �_cn II-� _00 dam• Imo. N O -� o0 O.co _O N - a_ _N co oo a I� 00 �x 0 rn N O t0-O. c0 rn 0_F c0 N w.rn -if �- �_l j ^ CY) -� d _ d IV _� d �- �.d N `' N � 0 � QCL � QCL X .� � w—QCL � 0 � _ 4985 tnl- = POY=Nod, NO i- 0 � oW F0w How-� 0 � 00 w00-P00 tn � tnl- � U) x: tn � > Cl) F- -cn � � tn � = tnF- =-N �- = 4985 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ- 1"=5' feet 131 of 224 VERT: 1"=5 N Z 0 z it O (n w w C' IRR-07 w Q 0 W _W _ 5 r m r � ^ — — — — — — - - Nam. BEY D+ r. DRAWN STA. 12+44.42 S S 7S S S S S S S S S x - BRB S - - - BRB 4"x4" Tee LOT 21 S S S S S S S CHECKED DAP LOT 23 LOT 25 OT 2 LOT 33 2-4" GTV (NE)(SE) LOT 22 OT 2 LOT 26 LOT 28 LOT 3 STA. 10+00.00 LOT 29 OT 3 LOT 31 LOT 32 < OT 3 LOT 36 DESIGNED I I LOT 38 BRB IRR-06 I I w I I I I LOT 37 LOT 3� FILENAME • - - 0009_IRRIGATION u IRR-06 u II 63 LF 4" PVC I IRRIGATION w tr % V IRR-os �p,DO•••L/c SERVICE �pJP 28 LF 4" PVC o E Gp�• ST-3A (TYP.) Q ® 4LF4" PVC GPQS��G STA. 10+63.90 250 LF 4" PVC " " `j4�� GOC� 25 LF 4 PVC <u 218 _ 8 F- o• LF 4 4 45 Bend 11+00 - _ PVC Q p� lv 9 LF 4" PVC IbmiI 1 12+o ll IRR-07 I al 13+00 14+00 15+0o STA. 15+74.41 �0� '•G�•.....• I IaRli 1 4" 45' Bend I NAL LOT 35 KEY MAP STA. 10+73.94 LOT 37 OT 36 LOT 51 LOT 50 LOT 49 " LOT 34 OT 3 LOT 32 LOT 31 OT 3 LOT 29 LOT 59 OT 56 OT 57 LOT 56 LOT 55 OT 54 OT 5 LOT 52 4 45 Bend 5' UTILITY m STA. 15+70.22 N . T. S. � 4 45 Bend NOTES - - - - _ — —S S S S _ S _ S S_ESMT. (TYP) V' SS S S S S S . S yy S S DW - - -- - - - - W �C 1. ANY UTILITIES NEAR CONSTRUCT10N ACTIVITY NEED TO BE 4 m, : VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR g' rn o ALLEY D PRIOR TO CONSTRUCTION. S S S S S S - - -' - _ - - - - - - S S S S J - - _ S S S S S S S S S M S S M 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A 7 z MINIMUM OF 5-FEET BELOW FINISHED GRADE UNLESS OT 38 LOT 4 LOT 42 T 4 LOT 46 OT 4 Q LOT 60 LOT 6 OT 62 LOT 64 BLACK OTHERWISE NOTED. OT 3 LOT 41 LOT 4 LOT 45 OT 47 OT 4 `at Z 00 LOT 61 LOT 63 OT 6 LOT 67 LOT 68 LOT 69 LOT 70 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. co 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z a WIRE. J 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES O a. VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. Im 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W 5010 5010 STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT a 0 COLLINS WATERLINES. I41 a 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D co INSULATE WATER MAIN & CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. co BLUE-BOARD COVER TOP UNTIL a W 5005 MINIMUM COVER IS AGAIN OBTAINED PROPOSED 5005 a = J GRADE a a 5000 5000 Z 0 0 PVC �4" PVC - - - - _ - Z 0 4995 EXISTING 4995 Z GRADE 0 a' rn o rn 4990 Vn 1 1 0 4990 Ur, o oa_ 0) 0 � u ° c "' z c� c0 -�v a m (1) m 0 o m 4985 0Fa rn M m o� 4985 Ln a � 00 N Ln to n � It b — � �OLn X � MN CNd d �-� N � V DEN � � -mod- � � � � � -� � N 4980 c~n � = c~n � =-� 00 F 0 � o � o � 0 � 00-~ 00 cn � = cn �- -cn , � cnl- � cn � � cn �- =-tn � = 4980 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 132 of 224 VERT: 1"=5' N Z O z it o LLJ 1 w 5 U TI LI TY ESMT. (TYP) S _ � 1 1 LOT 11 1 IRR-08 :$ - >(A \V' p _ m STA. 13+58.08 �_ LOT 10 6"x4" Tee Q S S S S S S S M S \ r cn 1 4" GTV (SW) o LOT 33 1-6" GTV (NW) LOT 3 \ 1-6"X4" REDUCER (SE) LOT 431 OT 3 LOT 36 STA. 14+75.95 m LOT 38 LOT 40 LOT 42 \ LOT 9 LOT 37 LOT 39 LOT 41 1\ Y'v\1 \` 58• �3 DRAWN 00— i IRR-06 ,�� 10' (n BRB CHECKED 1 ' - DAP 10 00 IRR-08 OS 12+p0 pG DESIGNED STA. 10+00.00 150 LF 4" PVC-11+00— ERR_ 1 _ BRB 4"x4" Tee . 1 1 LOT 8 2-4" GTV (NE)(SE) _ `n \ FILENAME STA. 17+71.51' I 0009-IRRIGATION STA. 11+50.98 \ �, +1 IRRIGATION 8 4" 11.25' Bend \ \ \ N LOT 7 p0 L/c �Q`P•••••• �- I I SERVICE (TYP.) LOT 44\ � � � O �•• LOT 51 LOT 50 LOT 49 LOT 48 LOT 47 LOT 46 LOT 45 55 OT 54 OT 5 LOT 52 WA LOT 6 S, S S S • Dw' S - - - - S - S S - - S S - -,� g �O��p. .•?G�� r�* — — wo l I� LOT 5 m n ALLEY D d m I ;o. _ _ _ _ _ mix _ KEY MAP — � � — .— .. — — — moo' . N LOT4 NOTES N . T. S. 1. ANY UTILITIES NEAR CONSTRUCT10N ACTIVITY NEED TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5-FEET BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. co 5010 5010 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z a WIRE. J PROPOSED 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES O GRADE VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL 5005 5005 OTHER EXISTING UTILITIES. cr > W 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME 0 0 STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT EXISTING — — _ COLLINS WATERLINES. a GRADE 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT W 5000 -4" PVC J - 5000 CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. co � r a w a = J a a 4995 0. 4995 F_ WL0 II Z 0 Coa. z v0 H 0— m - 1 4990 0 0 0°-rn 0° } �?�n 0° °° ~ 4990 Z 0 � � LOc�, �—D in xN or- b Pr 10 000 � A x 0o ~ N 000A -tn00 1n00Ax O N o MC+ + p � N + a C N00 II 0') oY) Z � r � . 0_r . � r• �_ IV QCLX Qn- W oOOQOLW Q � � QCL � v~i � = ro 4985 ro -moo � o m oo to F-- �' cn F- cn F__ cn I- = 4985 9+50 10+00 11+00 12+00 13+00 14+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORI . 1"=5' feet 133 of 224 VERT: 1"=5 N \\ \\ STA. 13+65.25 Z 8"x6" Tee o _ \ \ 1-8" GTV (NW) 7LF8" PVC o STA. 10+00.00 w E E 13 LF 8" PVC w o' 54 LF 8" PVC STA. 13+79.54 _ - TEALBROOK DR \ 8" 22.5• Bend 164 LF 8" PVC E - STA. 10+00.00 - IRR-Os »+oo � 5 LF 8 oo_ " PVC' ,; E 10+00 0 12+ 13+00 N < TA. 13+85.65 , ," IRR-09 STA. 10+08.25 8" 11.25' Bend LU 8 x6 Tee o' STA. 12+27.52 ��9 1_8" GTV (NW) x 8"x8" Tee of 4F 1 6" GTV NE w '; 2-8" GTV (NW)(SW) TRACT AA fr� 8, STA. 10+00.00 > Lr LOT 19 A Q STA. 10+62.00 - Lc STA. 15+25.47 m 8" 45• Bend ` > %� \ s LOT 18 DRAWN 23 LF 8" PVC B R B LOT 17 \ " DAP STA. 15+93.84 CHECKED }• — _• ' — — — \ \ 39 LF 8 PVC 8" 45• Bend LOT 16 DESIGNED .. YvYiir.%+°�.a.•.e I ,' . ..• .Grp'.!3 7: / STA. 15+65.25 4 LF 8" PVC BRB \ 8" 45' Ben a \ FILENAME \ \ LOT 15 \ 0009—IRRIGATION 4 LF 8" PVC' STA. 15+99.00 STA. 15+70.39 _ 8" 45' Bend I LOT 14 0 L 8" 45• Bend a �\Aj •�C I LOT 13 O ; 00 NLOT 12 W �� 0 N LOT 11 STA. 17+04.01 0 4� •....••'•G� 8 X8 TEE — o S�ONAL E� 2-8" GTV (NW)(NE) + IRR-15 KEY MAP- STA.1-8"X4" REDUCER (NE) y 10+00.00 u N TE N . T. S. cn LOT 9 o s LOT 21 r cn 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE to I LOT 8 VERIFIED HORIZONTALLY AND VERT1CALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. LOT 22 NI I(n LOT 7 2. ALL PRESSURIZED IRRIGA UTION LINES SHALL BE BURIED A o b MINIMUM OF 5—FEET BELOW FINISHED GRADE UNLESS + °- OTHERWISE NOTED. LOT 23v) LOT 6 �2 Da I: I 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & r 'I PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE LOT 24 V)I m to LOT 5 — ^ PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. N LOT 25 I rr1 Ito 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 z _ I LOT 4 PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER z a ' WIRE. J IRRIGATION SERVICE I _ O (TYP.)rcn LOT 3 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18—INCHES a. o VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALLco OTHER EXISTING UTILITIES. cr LOT 27N1 to LOT 2 > W I 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME 4" Plug+' STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT Q 0 LOT 28 STA. 19+21.85 COLLINS WATERLINES. a LOT 1 ' L;' 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D Uj CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. co c W a a =a. In 5010 5010 � a F_ F_ z O a. 5005 PROPOSED 5005 O 1 GRADE z O - EXISTING z oa' - - - - - GRADE 5000 - 5000 - u � > � ? 4" PVC - z 8" PVC _ 8" PVC - 4995 4995 �n ff 01 r � 4990 4990 v � N m N m m N N N m m to LL m m W 4985 _L0 r- °°-N °D � —F to 0° N ~-0 0°-� 0°-� °°—n °° in ~-� `n-� C` ,n -0 —d- -p 4985 -N � a -0) � N , N � _pu7 � u7 � _C0 • -� � • -I_ CV —I� r7 ' -N0Oa -� co N-tCr7 .- � � Nr7 �—Mu7 t—(X NC-4 ONE gyp- � ln � � � • c0ln � � 00 UO I� -� � � � � O- NN- r7r a0 O �—p � �—� � M � 4 � (>D -� X-O -M tD -� N c0 tx-d' -O -N O —N c0 -� r; aX-� I� r I� c —Q� I� a -0)i r; a O r` X O -0 Lri _M u7 _ -tI Sri C� cD -O O -00 I� N I� a tC o0 a + + rn 00-+ � ap � a0 + tea -+ � � + rn ao_+ rna _+ rn � -+ rn ap=+ � + 0) tp-+ 0) 00-+ rn 00 + M 00 + 0- w—+ m w + m w-+ m ao + m w pi0rn p0� _0 Orn �-prn0 Nrn _+ 0) Go-+ CY)0, %0-Mrn —M � 00 Mrn -IMF M0, � rn U) rn =N0 � � � rn nrn 0) � � d � � � � -� � � � N_� � -� � _� � mod" _ IV-- - N-, � N r � IV � d N—v- � r1j r4-� z} N � � N TST, INCi. Q a QCL_ CONSULTING ENGINEERS -H O H O O- -H O —H O H O O-H O O-Q Q Q a Fr—H O O—H O O-a a H O O 748 Whalers Way -I-- 00 � 0 HO -I- O HO _No Y 4980 .-tn � =-tn -tn �'-N -N �' cn =-o f �'-N �'-tn �'-cn �- o o O O o— 1- o �'-cn � =-tn � =-cn �- = cn �- = cn � =-cn � =-cn �- =-c� E- = cn � = 4980 Suite 200 Fort Collins Colorado 80525 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 134 of 224 VERT: 1"=5' N IRR-10 Z 0 z it O 0 (n w w 6 6"TA. 1 Tee ESE 1 2-6" GTV (NW)(SW) 1 STA. 20+28.84 0 I 1 1 STA. 10+00.00 I DRAWN 12"x6" Tee BRB 2-12" GTV (NE)(NW) =, STA. 10+00.00 — IRRIGATION SERVICE (TYP.) 39 LF 6" PVC ° LOT 4 LOT CHECKED DAP I ; DESIGNED STA. 18+00.98 N gRg ' LOT 6 LOT 5 E E E E I- E E 800 LF 6" PVC6" 11.25' Bend w FILENAME 10 0o 11+00 12+00 E E IRR-10—E E y I I I 13+00 14+00 15+00 16+00 E �a 40 S S 0009_IRRIGATION 17+00 18+00 w NF Li 9 2 I I � I Idl I 1� I � I. .. LOT 7 w I 1 I �p0•L/� LOT 6 I w z I .. . P LOT 8 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 I w e I V��• O� O� I m I LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 I PQe� - - — W S I 1= LOT 7 O 3 — — — — I w z _ NI �- -S W - S. - S - - S- - - S S_ a .ALLEY LOT 8 N J - - 0 U. o ° w �o KEY MAP _ — �,Q o I- - - - _ _ N . T. S. LOT 9 FT �I w°° I S $ S M $ $ 3 S $ $— I— �"�3 — — NOTES j I I S s S S S S SI Li S S $ 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5—FEET BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. co 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z a WIRE. J 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18—INCHES O VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. cr 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT COLLINS WATERLINES. � �In 5015 5015 W 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. co c W a U a� = J N 5010 � 0 5010 a PROPOSED � � GRADE � II 0o z O Z 5005 5005 O 1 6" PVC Z 5000 - - - - — _ — - - - - - - — — 5000 EXISTING — — in— GRADE r C m m 0 4995 0 ao N—rn °°—� 0°—'� ~ 4995 O � cX rn 0 v— (0 in 05 ,n —I� iD 0 O r" N O r—� ao O 00 M 00 aX + a + o co-+ o + rn � + � co OLn N � O N=� � 0�0 �CY) � � N 4990 c~no0 _ ¢ 00—Q0 CL � ¢ 0 00 N _-� N I— cn F-- = 4990 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE OCTOBER 2024 550 0 50 100 SHEET scale HORIZ: 1"=50' feet 135 of 224 VERT: 1"=5' u,0 N STA. 11+71.44 4"x4" TeeGTV STA. 10+75.44 \ R <Fv�URE� o- STA. 14+75.95 STA. 13+46.08 6 LF 4" PVC 2-4 STA. 18+5)7522 4"x4" Tee \ �11LL TA. 16+88.34 " " " 2-4" GTV SE SW ' MAPLE D - 6"x6" Tee " 6 x4 Tee 4 45 Bend STA. 13+39.70 - - STA. 21+09.50( ) - ' . - ' w 2-6" GTV (NE)(SE) 1-4 GTV (SW) 4" 45' Bend �� \ Z '3 TA. 10+00.00 -6"X4"1REDUCER (NW) 17 LF 4" PVC 58 LF 4"\PVC \ IRR- o STA. 13+58.08 9 LF 4„ \ z \ / IRRIGATION E-12 : '�•'t► ` "�¢ ' .`sY" o U) \ 3 SERVICE (TYP.) 13+00-EIRR-11_ 12+00 ,. ' n� ''fi+oo"' 10+16 \� " 1136 LF 4 PVC �..NfL�F . 4 IRR-11' \ " pvC ooE 13+22.38 " LU STA. 17+27.57 6 � I � LF 4 45 Bend � 6"x6" Tee }00,2� 1 t ;� • I 4 Plug \ - " 16 U� LOT 7 LOT 6 LOT 5 ���•x ;I i`.Ma �= :�' BLOCK 10 T 10+16.44 1 2 6 GTV (NW)(SE) E a. J o " LOT 4 LOT 3 LOT 2 LOT 1 rx°y� - t.•s{ STA. 19+69.01 1 STA. 17+28.17 1 E w �: LOT 8 14 LF 4 PVC � t .�� :�= t, LOT 3 LOT 2 LOT 1 6" 45' Bend p0' STA. 13+07.99 = t BLOCK 8 LOT 10 LOT 9 4" 52.5' Ben W S -S -S S L' '. S- S -S ..�- - - 6 LF 6" PVC \ \\ pVC �a+ooE 1RR_11 38 LF 6" PVC LOT 11 S W - - - F-_ $ o \ 24 LOT 13 E W STA. 19+75.84 \ 1 �s+p0 LOT 14 W S SS.2 c O c 6" 45' Bend S ,S � --:-'' P. '''3- 1 -°°.I I - - - - �-•.-�3 m \ 1RR 11 BLO�'K 8 LOT 1 S W r- �° I LOT 76 I f. STA. 20+22.93 S _ `LE�( D LOT 44 r N _ LOT 4 N f DRAWN " " LOT 2 - i A 4 W P i I: BRB 6 45 Bend 52 LF 6 PVC LOT 3 S � ..:- ' - • N STA. 20+28.84 o LOT 4 Ld CHECKED LOT 75 > LOT 5 N I j 6"x6" Tee S � ,, LOT 43 F .4 Q _ DAP 2-6" GTV (NW)(SW) LOT 6 LOT 5 S w 1 \N LOT 45 WA�E E ; 3 DESIGNED _E STA. 18+39.73 S w S T� r ' LOT 74 7 LOT 6 BRB S N FILENAME STA. 20+72.70 0009-IRRIGATION 6" 11.25' Bend o ,- 43 LF 6" PVC LOT 19 �pp0 L/c f 3 LOT 2 LOT 1 o I vQ�• • RE LOT 7 V)a _ N LOT 18 - - - LOT 8 (n •' \ -` cn LOT 17 S/ONAL ECG ` KEY MAP S S7 . STA. 21+74.42 NOTES 6" 45' Bend STA. 21+76.23 S S S S p S LOT 15 6" 45' Bend 1. ANY UTILITIES NEAR CONSTRUCT1ON ACTIVITY NEED TO BE LOT 17 VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR OT 13 LOT 14 LOT 16 a PRIOR TO CONSTRUCTION. LL o LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5-FEET BELOW FINISHED GRADE UNLESS R O P OTHERWISE NOTED. N I R I I 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & rT H PSD PUMP STATION SHALL BE CLASS C9OO, DR 18 PURPLE 6x4 N STA."22+Tee 72.47 IRR-22 PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. co �- 1-4"x6" REDUCER 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C9O5, DR 18 z � '. .. 1-6 GTV NW PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER z r N LOT 16P ® " ( ) a. STA. 12+62.03 RE. O J N � 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT COLLINS WATERLINES. � � a W 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. co c W a a = J > a. In a F_ F_ z o O a. 1 5010 5010 z o 0z 0 Lo N iA 0- o PROPOSED c� o 5005 _ II oo GRADE > 5005 co > ,0 o rn - _ w EXISTING ? 9 II �- - X - - GRADE co z_ 6" PVC 6" 0o > z 5000 o! _ - - - - - - - 6 PVC 4" PVC 4" PVC 4" PVC 4995 4995 v 0 m m m N m m m m m m m m N m ~ rn m 0 m m 0 m m m m m m ;� m m m m m m °' z °' °' m m m m Ln m 4990 ~ M -N n! . .� ~M N ,t f� ~ v II ~ � ~ -00 H N H � � A N � � d- p � ON 1� r7 �� � toN � ^ � �aoNa 0) (0 ao � � OOP ld) roo - � � a Oo0a 0O � � �-I LoLO OWN 4990 N cO a0 -� 0 �1 u .N M d'4 cD -_ap �_ r7 d'. cp N d--,- ri iN 00 to a0 I� N � �t r7 �- X � Oa -^ o0t roOA � rA . � O MooA NM X � � �-OOP 04 000 X r- co x cL) O �_N � a I� � N X �A X-CO + O) to -�- Otp_ Oto + Oto + Oco � A MOB0A N00a NOa ISO ¢ _cDO � sFCC)m Moog Oo0e N0) � o ± rn .- rn + 0 FO co_+ 0 Coo_+ rn co co+ rn 0_+ 0 co + O co-+ O co + o c0 + 0 co + q) io + rn � + rn d-=+.0 � -Frn � ^ rn � Mrn � ^} 0) TST INC. 00 00 Orn Orn Orn 00 rno -rn0 n.o CO0 '� � � rn Mrn -Mrn MO '� Uj C.. rn Orn o N d nl N nj_N ^j N ^j N I�IV nj_N N=N N:N d njN ^I_N ^j H7 N-� u7 N IV N N N r N-� 1V ^j � N �`' IV a- nl=r CONSULTING ENGINEERS QD_ � Q0_ W-Q0_ � Q0_ �Q0_ OL= � � QD_ � Q0_ �Q0_ �Q0_ � Q � � Qo✓ �-Q � � Q � � Qa_ X Qa_ w Q0_ � Q0_ w-ga- Q0- � Q0_ w QD_ � Q0_ � Q0_ 748WhalersWay HOO HOOHOO 1- OOHOO- OOt- OO_l__ 00 OHOO � OO HOO=BOO HOO HOO HOO BOO � O0-HOO � p0 HOO HOO BOO+ Suite 200 Fort Collins 4985 (/) 00 fnl- = cnl- = N � 2ln � 2r� � =-cnl- 2N � =NI- X:U) (ni cnr = cn �- = N �- = Nam = � � = cn � = v> � = Nam = cn � = cnl- z Nam = cn1- =-� � 4985 Colorado 80525 23+50 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 136 of 224 VERT: 1"=5' N STA. 22+41.21 IRR-12 _ 12"X4" TEE 12"x6" Tee STA. 10+10.93 - i 1-12" GTV (SW) 2-12" GTV (SW)(NE) 0 / 4 1-4 GTV (SE) STA. 10+00.00 v - STA. 17+10.22 `' C)STA. 14+64.75 z \\ 12" 45• Bend 8 OFn w \ > o \ —�—� w \ — — — — — — — — \ FLINT HILL DR 0 N i w 17+00 1s+oo E 33 LF 12 VPVP C ° — J \ 10+14Y• 00 IRR-12�14+00 L13+00 c• \ 12+00 11+0oe T E f 10+00 \ 449 LF 12 PVC 215 LF 12" PVC 12" Plug I I 9 m STA. 10+00.00 w 3 ;. ♦ LOT 35 LOT 8 0 9 LF 12" PVC LOT 34 LOT 33 LOT 32 LOT 30 LOT 29 w LOT 10 LOT 31 LOT 28 LOT 9 S—W LOT 36 m DRAWN — S —S — S S cn <v ��, ♦ / — _� —S �— S — — - -S — — S- - - -S — — S — LOT 7 w BRB - � HECKED LOT 37 ALL N — — — m I c DAP r LLEY P .o o A . DESIGNED O S - - - - - - I w BRB LOT 38 �.,� I r - - - - - - - - - - - - - - - - � I m FILENAME LOT 9 LOT 11 — LOT 13 N (/) LOT 27 LOT 11 I N LOT 6 0009_IRRIGATION 1 I I� LOT 10 LOT 12 . � / /s • // LOT 8 ♦ / LOT 14 (n I I I N — �P00•L/C "PUMP STATION PER • I I I LOT 26 N �' I •• �P� <Y SEPARATE PLANSET I Z c.) •• Q�� i" LOT 39 \ IRR-17 , I t s J I N LOT 5 F_ o LOT 7 ;' ® I I O L I w • Q��G O�c' 'w : �Oo ♦ LOT 40 ��/ 3 ` °; // ♦ LOT 15 I IN LOT 25 �I Of � LOT 13 STA. 20+60.68gcs`' I I a — I -< . I �4� •....•• �G♦ 12" 45• Bend Flo / _ �- :� I Ld /ONAL E N LOT 4 KEY MAP LOT 41 LOT 6 WATER ESMT r / I I ;;S ,� LOT 16 (n- LOT 24 LOT 14 N N . T. ^+ / / \ '' I I 0 I Row 1 NOTES I 83 N 13 LF 12" PVC / / / LOT 5 \\ ,;` I J' ; I I _ w ROW LOT 17 / , ♦ \\ \\ (n Q IN LOT 23 f2 LOT 15 V N LOT 3 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE - - - I o I \ \ Y I.' _ 30' EL I VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR s: I Y LOT 42 co I \ \ WATER ES IT I iw PRIOR TO CONSTRUCTION. O I LOT 4 w i o ,w I I \\ \\ LOT 18 (n o IN ap I 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A IRR. BUILT W/ m \\ \\ , ' - I 1 I LOT 22 N LOT 16 rn I I MINIMUM OF 5-FEET BELOW FINISHED GRADE UNLESS STATION PLANS.`: > w I z` - \ N I I I OTHERWISE NOTED. STA. 10+74.92 ; I LOT 3 \` \ I I LOT 2 w " 3. ALL IRRIGATION LINES 12 AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER z Q WIRE. J 0 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT COLLINS WATERLINES. I Q m W 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. CO co Q W Q = J 5015 5015 > 0 a Q F_ F_ z O 5010 PROPOSED 5010 O a GRADE Z O Z 5005 5005 a- 0) 12" PVC- 0) - - _ Ix 0) EXISTING Q GRADE 3IL - -� Z- - 12" PVC - 5000 _ - - - - - - - - - - - - - - 5000 w� r \ _ — — — — — — — d M � 0 LO 4995 II. 4995 00 c m 0C,4 -v c m m m ai m m a�i m m m ai N 4990 oo Lo N m ' .-rn m_ M m LO m r N_ 6_ m M a _o O � d' � N_� Do Cj N—� - 0) d. N N -� d- - rn-� Cl) -� N -� N Co— co 0) (0 tp O 4990 I� N -� -CnI� A -erne � O N a0 c -� I� >R + o� N + rnN-+ rnN- rnN Nr�iA -� .- a < _+ -Mr7a -Nr7N � r7N 0 Orn � � 7- co rn �-+ rn � + O � + ON_+ ON-cn II_+ � �-+ ON-+ Or + c N d- I�j � � � � � � -� � � � ^I � � -� � -N 0-_ o -04 0 " _C N � � O a HOB Q [L � Q �- �-HOB-HOB HOD O- H- _ N_ 4985 1.-00 N � �' � � �'-tnl- �'-cn � � Nam = H- oW� go � ~-QQ Q0 � Q00 Q00� TSNGINC. N �- >-N ~ O > U O —H O H O �� N CONSULTING ENGINEERS cn l- -N P- U) = U) m 4985 — 748 Whalers Way 21+50 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V:1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 137 of 224 VERT: 1"=5 N t / -- -- (A LOT 42 / / t LOT 36 I LOT 6 LOT 37 N NLOT 23 LOT 38 N LOT 41 V LOT 7 1 1 N LOT 22 0 a + _ cn I I V) 8" Cross C) w II LOT 29 LOT 28 / \ \ \ / 2-6" GTV x(NW)(NE) O N c LOT 8 O II SLOT 21 w r d I 60' {• Ld Z 1LOT 30 LOT 27 / ;.3 , 1-8 GTV (SW) -J ROW � I �' LOT 26 ��'� 2-8"X6" REDUCER (NW)(NE) 0) 7 1 m I LOT 25 STA. 10+80.12 °' n LOT 9 I -S - S / STA. 20+31.49 u I S LOT 24 Z I I e LOT 23 / \\ NANNA LN \\ LOT 6 I \ -S, LOT 22 _ 4 LF 6 P LOT 21 / I \ I \S S LOT 20 \ \` ° + LOT 11 N I a 5 I a I LOT 19 \ \ o 0 'w LOT 3 I i LOT 31 cn J I ,� \ LOT 18 LOT 17 \\ \\ N LOT 4 I —I. °�� S S / \ \ �\�\ I Q I ` � . . °• � S �° \ LOT 13 I � \\ W S W I I LOT 16 \\ 1 IRR-13 0° S I I BLOCKS N TRACT H a p / \ \ - LOT 14 NI LOT 32 1 ° S LOT 15 \ DRAWN I S I �` w S \ BRB I I I L 9, � \ > LOT 15 \ N V LOT 14 \ • CHECKED o - - - - - - - \ 3' \ DAP S \ 00 LOT 40 ° W ° °•° . .> ° • ° °. ,• ° ILL. DESIGNED : ° g J° o LOT 16 .S- - - S S- 80' ' 1111 -F'�3- - - - - - - - - - - - - - - - - _ _ _ LOT 13 0) rn \ S \° \ FILENAME I p ROW' - S $ - - - - - - - _ _ I N \ LOT 44 I I S5' UTILITY S S S S S . N 8 N \\ LOT 17 s \ 0009-IRRIGATION LOT 41 w 'I \ I w a I ESMT. (TYP) 1 °� \ STA."11+33.14 1 I Fr LOT 1 I o LU cn LOT 12 - LOT 18 LOT 2 LOT 3 I J J " STA. 18+00.80 �P�••••. LOT 42 12 X10 TEE I B' I LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 3 ; Q .I „ ��• �P� LOT 9 1-12 GTV (NW) � I III cn 8 45 Bend / LOT 19 1-10" GTV (SW) N I IRRIGATION ? WAS EESMT LOT 11 �2 IRR STA. 10+00.00 I I SERVICE (TYP.) N 25 LF 10 PVC 1 _ 132 LF 12 PVC IRR 1 1 Cn LOT 10 G 252 LF 10" PVC PVC 10+0 IRR-13 11+00 °' N 12+00 I 206 LF 10" PVC �° I „ Xo° 5 LF 8" 4��0�....••?G�� N o STA. 12+09.14 13+00 14+00 . . 15+00 E� " 16+00, IRR-13 17+0 s° 5 /ONAL _� � 10 x6 Tee � s M �° 3 •� \ KEY MAP 3 >; 1-10" GTV (NW) 3 , 0 TEALBROOK DR (00 ss-o3 1-6 GTV (NE) 3 \ N . T. S 3 J STA. 10+00.00 3 STA. 17+95.14 NOTES B • TIE TO IRR. BUILT W/ r ° .. , -.> ., .. 8 45 Bend , � ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE PUMP STATION PLANS >: -. :- ._ 14 LF 10" PVC 1 STA. 10+74.92 VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR „a PRIOR TO CONSTRUCTION. 10"x10" Tee I I 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5-FEET BELOW FINISHED GRADE UNLESS I I OTHERWISE NOTED. L 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z Q WIRE. J 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES O VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT COLLINS WATERLINES. � Q m W 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. co Q W 5005 5005 Q = J PROPOSED 0 GRADE Q Q � 'n > C° � � > ") EXISTING I rn' Po m a 00 GRADE NI.w � � � w � N - - - O 5000 - - - - - - II Q ,I °° > u o - - - 5000a. - - - - - >:� rZ O 12" PVC - - - - - - - - - 00 z b ° - 6" PVC 10" PVC - M > - Z 10" PVC Z 8" PVC O 4995 4995 Z 00 °0 4990 4990 m c m m c m c m c c c m c c c c o m m m m m m m m m m m m m m H m m m m m m m m m m 0 4985 A N -� -d. o, 00 -� -oo - N-^ -ao -_ rn N n N o `n u� �n- rn o -rn rn � o } M- -� OR N 4985 ._ cp —_� 00 N d-- CV -� O) —� T) tx 0 O O `t O O �— � — O -Q r--O O *— et—m O O O _LO - -0 �X N °� °0 -CO 0. Irj 00 I� F- ao_^ O —0 CV Ox0 M (DN—m � A (po) -+ 0) 0) Oco0 (Dcoa OOd a OOcoa Ou•ja —O� Na rn NcVa McOc 0) cC) a Ocoa + � Op + a) + 00 + � O-+ 0) O-+ 00-+ rn .- _ rn rn � -_ rn _ rn + rnO + oo + rno= �- rno + rno-+ oO-Qom_+ rno- - 0) + rnao-.� rnao —� —� � � � d- O) O) Q) —� d) CO O7 �--(0 d1 �_V) �i—^ d7 �_^ O) O) —00 O) 0 O) �- H- fV � d � � � � � � � � IV— nl Nd 4980 � o ==No cow U) o � � o _� o = � o � � � � � o �-� o � ooa Boa '� �-� o � � o � moo-moo moo cn � �-cn �- W-cn � � cn � �-cn �- � cnl- �`'-cn I v� R_ W-cn0- � cn � =-cnr = cnr = 4980 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V:1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 138 of 224 VERT: 1"=5' N Z IRR-1 z it O 0 (n w w N LOT 10 fn .v ,` y� P I — � LOT 8 LOT LOT LOT 37 LOT 6 � \ J� � LOT 11 �yq� ck� CgLOT 5 \ LOT 4 W \ v LOT 38 / £�1T TRACT U —S S Ln — \ w LOT 12 _ o N !r-- LOT 3 LOT 4 • ;y^i: LOT 13 (n 1N :tF LOT 2 DRAWN O LOT 3 — S 52 LF 6" PVC LOT 14 cn 1 '1 \ � w BRB LO _OT 39 NI W �I F' + 11 N CHECKED STA. 12+30.64 OT 4 LOT 41 LOT 42 "Q J-f� LOT 2 • : 6" 45' Bend _ LOT 15 LOT 17 LOT 18 LOT 19 \ r N' LOT 1 rn - DAP _ 37 LF 6" PVC \N DESIGNED BRB STA. 13+63.31 \ LOT 1 w 6"x4" Tee S FILENAME 1 E IRRIGATION IRR-13 IRR-14 � " 1-4n GTV (NW) R I F M R 14 1-7 STA. 12+68.83 io+oo 11+00 45' Bend " 1-6 GTV (NE) �� N o � STA. 10+00.00 +oo STA."17+28.17 " 138 IF 6" PVC 3 15+00 �� /:. 6 x6 Tee POD.��C 13+00 14+00 pR 2-6 GTV (NW)(SE) o ONG174 i LOT, o: L v`10 a ST 27.5 o . E�-co STA. 11+78.00 " . 1 I I I 1 1 1 WA .F \� O�F0� •.•�:�w 6"x4" Tee '' IRRIGATION Sip•• ��G 8 1 1 I I 1-4" GTV (NW) SERVICE (TYP.) STA. 15+01.90 \ '� LOT 13 NAL 6" 11.25' Bend �\ , �, KEY MAP 1-6" GTV (NE) ` LOT 28 OT 27 OT 26 LOT 25 LOT 24 OT 2 LOT 22 LOT 21 LOT 20 LOT 19 1 STA. 11+ 8.00 LOT 18 NOTES N . T. S. T 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 11:.. \ t 6 5' UTILITY \ 1' \cn S S S — S — SmN—S —S S — S R W S S SCT10N ACTIVITY NEED TO BE ESMT. (TYP) S, \ S S S S —W S 5 5 S W S W �, —` — AND VERTICALLY BY THE CONTRACTOR � — — — \ � VERIFIED1. ANY HORIZONTALLTIES NEAR Y - - - — a • LOT 11 ALLEY ' — — — PRIOR TO CONSTRUCTION.- �0 4 w N R R TR o EY D -. < 'S _ _ _ — 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A N �+ �` MINIMUM OF 5—FEET BELOW FINISHED GRADE UNLESS S K 7S S S S S S S S S ►S S S S S S'a S S # _ M LOT 10 1 OTHERWISE NOTED. OT 21 LOT 23 LOT 25 S I S S \ N 1 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. co 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z Q WIRE. J 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18—INCHES O VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT COLLINS WATERLINES. � � Q W 5010 5010 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. W PROPOSED GRADE v a) 7 > a. (a C14-CLo- I ............. 5005 06 Lo 5005 Q Q o) Qf � Z 0)_� - o EXISTING N �.00 z_ � GRADE z j 6" PVC O 5000 N Z t z _ z — — — — — — _ — —6" PVC 5000 Z •- 6" PVC � Z 4995 a 4995 aci v v v c c c c C c N N N H- m m m m a . m. �c- �m° ° in ~m m ° ° ° ! °— ° c0 mHcm-p a04990 ,n _m o —,n —^ -� O 0 } — Cm O ~IV 4990 Lr) Q-I N N 00 b0) � b � N00 pp 00a D � � o0 X OO nn * , O C4 � d BD O -_to. X N00 Lq � a MDDa -c0.00a N00 —N0 du7 1n0� wa) M 0) CD NOa o -+ o N O + ocC+ ma -+ ma cr + + CID + 0) W_+ m co + OA + 0) + m + 0) + o C + o co + - + 0) + O CD_ Oot0OoCO Q rn M a) Lo o W) II 0) - 0 N � N � rntpM O CID m � Op C � tp-O O ^ Zd .- ` � �� =Qa wB ap p�-Q � � N H B a 00000 O OO p OO O 4985 c = n =— — _ n0 i OW— O � � n _IF 4985 n — - 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 139 of 224 VERT: 1"=5' N R-15 Z 0 V) a- z Of RI r N W — a i LOT 33 " " —SI O i 8 x8 Cross S S '\� �, \ ® \ // / LOT 10 �\ �\ \�' w 1-8 GTV (SW) S S - 7 2-6" GTV (NW)(NE) S S S LOT 30\ \ / '�_� N 2-8"X6" REDUCER (NW)(NE) 1 / / "":•s LOT 11 \ / ,.�`. � „ � LOT 32 LOT 16 STA. 10+80.12 LOT 18 LOT 19 LOT 20 ' STA. 20+31.49 LOT 21 LOT 22 LOT 23 LOT 24 LOT 29 / \ S ° . LOT 25 LOT 17 LOT 26 LOT 27 LOT 28 \ e / / LOT 12 °\ STA 0 63 \ 20 LF 6" PVC / + . - ,• • Ld IRRIGATIO N ,'<? / \ 8 I \ ...f 2 1 1 SERVICE (TYP.) STA. 15+65.11 t 45 LF*y6 e PVC // " "x6" Tee \ o g � 46 LF 6 PVG I " \ .,1* —6 (SW)(NW) LOT 14 1 I 6 45 Bend / / 2 GTV \ ° \ w STA. 16+68.48 •\ � STA. 11+27.01 - - / P m LOT 13 — — ..r- 6 — — F N o " — \. � - �JSTA. 17+85.18 40 '2E° � LOT 31 6 22.5 Bend �� - _ _ _ - - i 2p+5\ 1 :\ \ \ 12+o O 43 LF 6" PVC — — — — — — — _ 6"x6" Tee ` � "•t�° \ (J1 DRAWN NOT 12 11kpp 0 is+oo — — — — — — — 2-6" GTV (NE)(NW) �5 2°+p0 \ BRB 6 — — — 2+1 6" PVG' IRR 29 LF PVC, STA. 10+00.00 R-�5 15+00 - - - - - \ 1 ,` 3. 225, p \ CHECKED ° STA. 96 " " �R I I - - - - - - �- r \ / �,. 19+p LOT 13\ DAP "8 X8 TEE LOT 39 5 I 114_ LF 6" LOT 14 1-8 GTV (NW) I I I 16+00 PVC - �( \ \ \ \ LOT DESIGNED " ! ) v , y I 17 00 +p0 LOT 15 c!) BRB 1-4 GTV NE M0� \ LOT 38 CK 4 STA. 15+86.22 I 1a .3 �, LOT 16 FILENAME 1-8"X4" REDUCER (NE) LOT 40 V " STA. 17+01.22 LOT 17 \ \ 0009_IRRIGATION ° . O9 '� LOT 37 6 45 Bend ";. ° S , °� _ STA. 17+04.01 p� to LOT 36 LOT 35 LOT 34 , LOT 33 LOT 32 LOT 31 LOT 30 6" 22.5• Bend \\ \ LOT 18 S, \ to LOT 41 LOT 29 \ LOT 19 S LOT 28 LOT 27 e \ to LOT 8 \ LOT 26 LOT 25 STA. 17+39.90 \ S --- \ L P\ N _ S S 6" 45• Bend LOT 21N \ ti LOT 42 S �" S S S w SOT 20 S, 9 - S \ \ VC�.' RE • O�P� 0� N LOT 7 � DCA — S S \ \ S � _ — P S _ S S - - - 1" S • \ m; \cc 0 � r -C \ LOT 24 a Z m G A L L E — ..Y H a � :a w ° LOT 6 :. o _ _ ' LOT 2 \ S - gib'°° \ N\ MS cn 0 • G�w LOT 26 •.... S 1 C� \ S LOT 5 S S S S — — — — _ _ p \ a \ LOT 25 \ \ \ �DNAL E� LOT 23 \ LOT 5 S \ \ OT 3 LOT 6 LOT 7 LOT 8 LOT 9 LOT 24- °, KEY MAP \ N L \ to\ LOT 1 LOT 2 LOT 10 LOT 12 \ \ N \\ \\ N \ LOT 23 LOT 4 \ LOT 11 , LOT 24 \ LOT 4 \ \ \ LOT 22 N . T. S. NOTES 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5-FEET BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z Q WIRE. J O 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES 5015 5015 VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL 4RR_IZ OTHER EXISTING UTILITIES. 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT COLLINS WATERLINES. I Q 5010 5010 m W 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. co PROPOSED GRADE U � 5005 CL 0 5005 > 0 Q Q < u g" PVC F_ F_ C 6" PVC Z 0 Nd- oo z - II 5000 Z 6" PVC _ 5000 1 � ic) EXISTING - - - - - - - - - - - •- GRADE Ilk 10001 4995 0 4995 o 0 oLO � u N > 4990 z 4990 r V -p 0 c v v v—ern v v m m c a�i c m m m m-a a=i a�i c m m m m m m 0 m _ 4985 W ~_� m_I\ m—cn II—� m m N U N N in N m N m co -o rn m-N rn m-00 ~ 4985 � NA -r- 0) b-0 � if)—'Na_—^ r) OO —, NC —C) .- N tn— I� ,� N N—� Lo 7 � � 00 N-00rn � Oc �pN >A r 10-� � '*_-CV n * o—CG n �_� N 1*-0 N 00— O N 6 . d' 0 N—� 00 d' 0 od d. —C6 N —� N c0 X 00 r ax_N I� _17 N In N A _c0 I� —00 I� eX—N r a CO O a + O co 0 - a —M 0 + _M 0) (0co 00 A _tp —00 - ax + O c0 xrnao_-Frn00-+ rnm + rnm=+ rnm=+ rn00—.� rnc0 + oco + 0 + ocG—+ OO + 0co=ern _+ 0� cfl-+ 0 + pcG OO rn 00 -00 00 00 00 —". 0 LO0 —� 0 0 I� ^ 0) _ 00 O 00 � I�I � � _� � � �t _mod —� � IV—mod IV �- In IV—� � N � u7 N—� � � � -mod IV=mod- � � —� � N N � — 4980 � � = c~n � �-v~i � �' v~i � �-v~i � �-ciR ~n � =-N � = N � = � � = v� f- =-cn � ¢ a �_¢ w � ¢ w � ~ oo �- o o-� o o =N __� o �'-'_� off'—c~i� _ N = 4980 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V:1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 140 of 224 VERT: 1"=5' N IR -16 0 z it O > \ / w LLJ \ / o m \ \ 25 LF 6" PVC i � � / DRAWN \ R246.00' /- BRB \ P 16+00 ` CHECKED DAP DESIGNED BRB 6 LF 6" PVC / / / FILENAME 0009-IRRIGATION �NG 2� �koo / / STA. 17+31.54 / \ \ \ �' / 6"x6" Tee STA. 10+00.00 /\ \ \ / 2-6" GTV (N)(S) / �PpO•L/C \ G / STA. 10+06.95 6"x6" Tee V A Q� � / 1-6 GTV (SE)(NE) \ �F 6 �3koo // / // V�• QQ�O�G O STA. 16+88.34 Ar6 / / / • O`�G G�S� • S�ONAt- E� KEY MAP N . T. S. Nl\ \ \ / / NOTES 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5-FEET BELOW FINISHED GRADE UNLESS LOT 14 \ \ / j / / OTHERWISE NOTED. 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. co 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z Q WIRE. J 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES O VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. cr 5015 5015 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W _ STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT COLLINS WATERLINES. In aQ 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D W 5010 5010 CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. co c W PROPOSED — — — In GRADE EXISTING GRADE 5005 6" PVC NJ 5005 0 o0 — O _ - - Z7 — Z 6" PVC � Z � 5000 0 5000 - — 6" PVC Z 4995 m 4995 < v -o 00 c m a c m a� Q H m ci to _(0tfl � 7 � � Lj � � T � � � X -topaX � O � a -0O t0 —+ O to—+ � O ,} � � —+ 0) a + O t� O —O —O 0) tp— CO O CD+ CL �X-H O -Q ' Q CL W-Q CL n �- -N o -N 0 4985 o = X-t 0 = 4985 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET mmmmi scale HORIZ: 1"=5' feet 141 of 224 VERT: 1"=5 N LOT 34 LOT 33 LOT 32 ,Q LOT 31 LC LOT 36 S w _S _ _S_ _S _ _ S RR-17 Z LOT 37zoOf o 'y <v ✓/ / S S S S —. — — — — — — — — LU LOT 38 LOT 13 LOT 11 LOT 9 a. C", / LOT 10 LOT 12 / LOT 8 IRRIGATION JMP STATION PER ♦ SERVICE (TYP.) 130 LF 6" PVC LOT 14 PARATE PLANSET �, " ON l I w LOT 39 \ IRR-17 . 16 68 a LOT 7 1400 0 STA. 15+37.83 . \• / ♦ LOT 15 LOT 40 ��y a" / 0 6" 45' Bend I M ou 21 LF 6" PVC m STA. 15+15.65 DRAWN 6" 11.25' Bend LOT 16 BRB LOT 41 // LOT 6 w / v — G) / ��^� \ STA. 16+68.48 CHECKED 3 8 6 x6 Tee DAP /// / LOT 5 n \\ 2-6" GTV (SW)(N W) DESIGNED ROW LOT 17 �'•` �o '\ \ STA. 20+11.63 BRB FILENAME T LOT 42Cl) STA. 14+01.55 I LOT 4 6" 11.25' Bend \ \\ 0009—IRRIGATION Ig 23 LF 6" PVC \\ \\ y` LOT 18 c W 0 92 I cn LOT 3 STA. 13+77.66 \\ r• P�- fee _ N J ' a 6" 22.5' Bend \\ c, V.• QQ�p�G,�pC� EllJ N LOT 19 ¢. 4, G P � � %j :• LOT 44NI o 1 — _J } ti ,u,°'ry'n•'`' \ - Q �p� �0 o o \ �p •....••• G� " Pvr - - - - - - - - -I I - - - \ LOT 20 TONAL r IRR-25 - - - - '— T - - _ — — _ � — — — — — KEY MAP 14 o /LF 10H PVC . Cn F „ -E E- > NOTES ST-02 ST-02 WL-19 o N TIMBERLINE RD 31MIK 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE T, IRR-19 / VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR X o E PRIOR TO CONSTRUCTION. IRR-17 83 LF PVC— 1 00 2 LF 6 PVC 11 0 12+ o' STA. 12+11.98 " 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A STA. 10+00.00 w — — — — — — — — 6" 45' Bend I o — e — — — — — — — — — — MINIMUM OF 5—FEET BELOW FINISHED GRADE UNLESS 10"x6" Tee LOT 1 � 3ELC'01 STA» 12+0 �5.22 6 LF 6" PVC / — — OTHERWISE NOTED. 1-10 GTV (NW) WA ESMT 6 45 Bend 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & 1-6" GTV (NE) — I I — / LOT 24 PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE STA. 12+09.14 I a L�I LOT 31 , PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z Q WIRE. J O 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT COLLINS WATERLINES. I Q m W 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. CIO 5010 5010 Q J a —PROPOSED--(5) C—) o 5005 0N GRADE 0)Ckf � rn 5005 Z 0 CL 00 r) Ld oe N � rn X � ¢ 11. 6" PVC O II � � ..... 00 z-"� z 5000 00 Z Z 6" PVC 5000 - - - — — — — — - - - - - - - - - Z EXISTING 4995 GRADE 4995 < 0 v v v a � m m c ° cn II v c c v v v c c m m m c Q0 m 0 N 0 LED In m m m m m aci 04 04990 O N N _� to ~ 4990 0n (0-7LO-r- � 00 in � L0 � C000 ­00C,4 N2N �m O .N - b7 _ n co • � co co b r Op. *lf � r- OICI--_ � � Q OiOO.. c M V N co C11 0) 04 (0 LO c(�x+ tea 0) (0 p + p OCD- + Oo0O � � _ . G1CDrn co— °' 10.+ � �+ m c rn � + rn a + rn AC + + o co —0 � rnO � + _ rn � o o ,- o cDo - rn N jNrn Nrn Nrn N0) Nrn n �- � ^_� � -q- LO1V N- - U �— Q � �Q � R-Q � w � w o � � � � E = ~ f ~ � ~ � = Q � =~ Q � � N0 -v0 ci = v = cn =-v � � j 498549 a N � 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V:1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 142 of 224 VERT: 1"=5 N i w I LOT 2 LOT 1 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 IRR-18 Z I R-19 0 : . 4 I I I w — LOT 7 • °` I Z U I S I o LOT 15 �I IN LOT 25 LOT 13 — — — — S— — —I w I S — S S N w 11 ' LU — I pT — - - - - — — — — - - LOT 8 rw E� 0 w h - - - - - - ri LOT 16 N-WATER ESMT LOT 24 N < — — _ o I I LOT 14 r 3 S S M S— M 3 — _ -3J, F ' I 51' I I I S $ S S $ S $ S $ $ \ I I ROW I I \ LOT 17 V) I LOT 23 80 I STA. 13+76.66 $ I � — � LOT 16 LOT 17 LOT 18i I 6"X4" Tee LOT 17 '� a t O- LOT 15 ROLd LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 " \\ \\ �• I _ I I STA. 10+65.66 1-6" GTV O 0 \ \ " LOT 18 cnl IN I I w .°e 6" 45' Bend STA. 14+43.61 � LOT 9 LOT 10 L m LOT 22 N LOT 16 V)� I I I \ I I I I I I I R N � �► DRAWN 7----------7—, IFr BRB \ I ' v \ [n _ _ " \ T (n CHECKED ° LOT 19 P. IR � r I LOT 17 I HARWOOD LN - 3 DAP STA. 10+00.007 7 _ �,m 208 LF 6" PVC " X�� IRR-22 STA. 12+13.96 _ 6"x4" Tee 39 LF 6" PVC 11+00 iz+00 IRR-19 - - DESIGNED 6"x6" Tee _ 13+00 ' 1-4" GTV (NW) 14+ 0 4 LF 6" PVC BRB \ 1-6" GTV (NW)(NE) 1-6" GTV SW cn I �. LF 4 PV o+oo' V. — m _ ( ) LOT 18 I I I I I ZIZII I I FILENAME STA. 17+85.18 STA. 10+06.00 I I e STA. 14+60.95 _ 12 z+oo 11+00 - - - - - - - - - - I I + F 6" PVC I N LOT 16 6" 45' Bend irw0009 IRRIGATION STA 10 39 50 26 L IRRIGATION / - 5. - . IRR 18 �-� 00 a 'a; -. o p 213 LF 6" PVC; 6" 4 Bend i SERVICE (TYP.) I w LOT 22 Q I LOT 21I o I I 23 LF 6" PVC / I I 0D I LOT 22 4 LOT 19 LOT 18 N LOT 15 0 �P•0'• L' LOT 1 I ' ° I I Z y0T 23 LOT 21 LOT 20 1 �_ ® G-:•Q� ��P'��� / N TIMBERLINE RD N TIMBERLINE RD o CD N I - I LOT 14 ° S I m I I �p��G GOBS I _S S S W S `' � S I - Q� �p� E y - —p — 8 N LOT 13 ?'�`► o 9 I ii '� • , ° 0 I Z N ° W W � \G e - - • . � g /ONAL E - - - - - - - - _ _ _ - KEY MAP S LOT 23 D LOT 7 V) S S I I I _ TRACT N �, / LOT 24 N . T. S. / I LOT 29 NOTES LOT 22 0 (^ I I LOT 24 I nT �� _ _. O I LOT 8 30 LOT 18 LOT 19 I I LOT 12 w� ° J l / 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE LOT 11 VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR S� 3Q S LOT 10 PRIOR TO CONSTRUCTION. I 2• I S S LOT 9 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A E S LOT 8 MINIMUM OF 5-FEET BELOW FINISHED GRADE UNLESS LOT 25 S LOT 7 LOT 26 S " �S LOT E OTHERWISE NOTED. LOT 27 S � . •� � S 4 " 3. ALL IRRIGATION LINES 12 AND SMALLER FOR THE MONTAVA & ` f ® LOT 28 S - �S PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. � / LOT 29 S S\ �, °.>. / w , LOT 30 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z / ;,r __._, . ... ; •,.- .,. ... ,:_, •..._,,.. / LOT 31 S "�" •° ' PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z Q LOT 32 S WIRE. J I nT 33 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES 0 a. VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. Ix 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT 5010 5010 COLLINS WATERLINES. Q PROPOSED W GRADE 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D CIO CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. Q W 5005 5005 Q = J > a Q s" Pvc F H 5000 5000 5010 5010 Z O O a- _ `n > 'n PROPOSED Z GRADE O EXISTING N LO-W 0 GRADE 4995 4995 5005 N >_ 11 5005 z_ > Co z 6" PVC EXISTING 6" P�/C rJ000 GRADE 4990 00 rn rn 4990 _ - - �? 5000 N ON x � - X - - - - - - - - - O) O0 co N O N I�l C C 0 C C N C C j rn C C y y HOO Eppm N N m m N a 0 0— m— N m 4985 0 = N 0' = 4985 4995 0 -O °° O • -_O °°-0) 0°—(0 O 0D 0) 0° ac o-� 0° LO 0° -qn 4995 N �_O Lo c(D d*-_O N ' -N -t0 Ly 00 �p -c0 `n-t0 �p �-O a -O 0) 9+50 10+00 11+00 12+00 12+50 `V '*-`n rn -`n cO -� rn '*_L0 r c0 a 11=(07 00 r d' N x —o . .- N �- 0) M0) It _1* m _� - (0Na t- - r- � CD 0) O - pA OOA -Fo �p—+ °' i0 + o co_+ o, A _+ oa —+ o c0 -Foy -+ 0) R >_+ tea —+ oa coo c0 =+ 0 c0 Oo -O � O � prn O_po 0-Oo Lr) N No cD-Nrn co aoz_Nrn c0-NOO �O C9=DLO N A I- o —I- o N o =-N o �_� o -t~i' o = N o r o o —t i = x-' 0 = 4990 4990 cn F- -N 9+50 10+00 11+00 12+00 13+00 14+00 14+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V:1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=5' feet 143 of 224 VERT: 1"=5 N IRR-20 Z 0 LD z it fLL—E — - N - - - - LOT 29 - obI - - - - S M S >I r' I -S S M RRIGATIONIwTYP.,', STA. 10+70.38 SERVICE ( )S S m I » •I 4 45 BLOT 25 LOT 26 LOT 27 LOT 21 LOT 2�i ILOT 23LOT 24LOT 20 ',LOT 21 6 LF 4" PVCSTA. 13+11.01 I (n LOT 28g4LOT 22 4 45 BendLOT 18 (LOT 19 I � I I STA. 10+76.91 I 18 LF 4" PVC 5 LF 6 PVC I I 4 45' Bend I I a I I 1R I 19LF4" PVC = I I I R-19 10+ J m a. I —0 Cn IRR 20 _�3+00 �-� —98 LF 4" PVC 12+00 HARWOOD LN �- 14 DRAWN I 14+0o I BRB LN �� N-1 Q CHECKED OOM8,v STA. 10+06.00 I I N I N HARWOOD 6"x4" Tee I I I I 1-4 GTV (N) I LOT 10 DAP " ' I I �_ STA. 14+64.75 I DESIGNED GTV W) 12"X4" TEE 1-6 1 1 1 I STA. 10+00.00 STA. 10+96.17 4" 45' Be d LOT 11 STA. 13+37.18 1-12" GTV (SW) s " " 4 45 Bend FILENAME BRB 4 45 Bend LOT 16 LOT 15 LOT 14 LOT 13 I 1-4 GTV (SE) ILOT 18 LOT 1 STA. 12+27.93 0009_IRRIGATION 10 LOT 9 LOT 8 LOT Ob 6 LF 4" PVC I :i IN LOT 9 LOT 13 LOT 12 LOT 11 LOT ,p9 I S OT 14 I I _ W S_ - S - -S - - - J L -p � i pO 6 I I S — — i a OV i•••�E•• .1PV S I — A. S — — p I' �'• QUO G�O� S S S- S y w' —I mr d J.3��`d - - - - - - - W3��d. yr — S:— — — S— — 9 ,�F •�. �� cz —S — Ilk — S— � m z I LOT 8 ONAL - - - -S M S I m KEY MAP I I LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 W I LOT 1 N . T. J. LOT 5 LOT 6 I m ► NOTES LOT 4 LOT 3 II m m I 2 1 1 r2 I T _ I . 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5-FEET BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. co 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z Q WIRE. J 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES O VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT COLLINS WATERLINES. � � Q W 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. co c 5015 5015 W Q J > a. In o PROPOSED Q GRADE 5010 � � o � jo 5010 ~oao IIN Z 3aQ_ tV O D_ cV �0- IO Oa. 0- If)' cN �N II—: II I- 5005z_ >- - > - 4" PVC 5005 0 4" PVC Z 4" PVC ao c=cq EXISTING M N4 GRADE .� 5000 5000 v . 0::--:7. md --- -a hm m m am m Of CV m C14 4995 ` °° II mdc_rn� c-_�� i~m 4995 0 rna- b-o - z In am- o b- r) �oo - _ O N -a - N X O N - � O ' N c C -C� -C -Oi O � 7 N � -M O tGO -co 4 Or7aNN2 r- a -� a Oa O O _+ 0 �o co + o + o oa + � � o -0 -O po o od- o _Mo � o Mo —Mo o- _0o -po p Lr) — -Lf) F LnN—rH � LD N—v Ln L0 N—� nNLC) Lo In InCL m 'o oo-moo moo-I- oo-I- o oo I c -c -c - o c -c �-4990 in =-N x: NI- 4990 9+50 10+00 11+00 12+00 13+00 14+00 15+00 TST, INC. CONSULTING ENGINEERS Z 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' 50 0 50 100 DATE OCTOBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 144 of 224 N Z 0 1 —22 z o 0 U) w LU LOT 1 E • � I 9 IRR-05 II o I w ti!� TRACT N Qf LOT 13 0 0 ;': f ?:., TRACT U �Lr o �= J LOT 28 ;;tip. LOT 14 (/* m LOT 27 f. STA. 12+62.03 " LOT 15" 12 LF 6 PVC WL-27 6"x4" Tee DRAWN I I 1-4" GTV (SE) LOT 26 LOT 16 BRB 1-6" GTV (NW) STA. 22+72.47 CHECKED I I LOT 25 .� �� DAP DESIGNED BRB 6" Plug n 7 ST-0. — g — — — — — — — — —— - ' r �— X� IRR-21 FILENAME LF 6" PVC ' STA. 10+95.81 '°` �° , sr-3c r 6" Plug 4" PVC 10+00-IRR-21 �1o+ss 253 LF _ E 0009_IRRIGATION 112+00 STA. 10+00.00 STA. 10+80.78 ®LOCK 8T 24 00 11+00 I I 6"x4" Tee _ a I �� �Ibl p,DO L/c - STA. 12+75.59 "1-4" GTV (W) 6-- - STA. 10+00.00 " ��.•• '• �, 45' Bend -- - - 1-6" GTV (S) m " LOT 12 6"x4" Tee LOT 9 V�.• QUO GAO STA. 12+82.90 � ?� U)1-4 GTV (NW) LOT 11 LOT 10 PQ 0 0 1-6" GTV (NE) LOT 15 LOT 14 LOT 13 LOT 16 N GIDDINGS RD STA. 10+00.00 _ LOT 17 Lo Q p�G �o 9 �� cn LOT 21 S S S _ _S S_ �o S�ONAL ECG\ S S - S - KEY MAP TV n LOT 20 60, p ST- d — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I < °' 1 Y ♦ T. � . � _ Row v a _ _ - - NOTES LOT 19 ;v � 9 I LOT 8 -tv LOT 17 ' a° 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR I — PRIOR TO CONSTRUCTION. j LOT 18 LOT 18 I� LOT 7 4 LOT 1 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A a MINIMUM OF 5—FEET BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. co 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z Q WIRE. J 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18—INCHES O VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL Z OTHER EXISTING UTILITIES. 5010 5010 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT COLLINS WATERLINES. � � Q PROPOSED on W GRADE 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D 5005 5005 CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. co c W a 5005 5005 Q m: J A WE V-21 EXISTING > a GRADE PROPOSED 5000 - - - - _ 5000 F_ F_ GRADE z O 5000 5000 4" PVC o CV Oa. 'EXISTING Z GRADE 4995 0> 4995 0 4995 _ 4995 0 Z 00 V) 0 6" PVC m m > m m m a- o 4990 0 ~ N m—r� °D_r� ~ - 0) m_o m 4990 _� o 00 o � � � � ,n-od m 0Lr, � � � � ' Ln 4990 0 _w o� ,,� 4990 0 x 4 —r � .�-N ao X L6 00 N oo —� r o a II c; x ao + m io + 0 �_+ rna + m io + rn io=+ � � —+ o � 3 o � NO -cV � � N � CVO C14 C14 + to 7 - i- � N N-mod � u7 a moo ¢ a 4985 c~n � = N � �-c~n � � c~no� = Now =-v~i � �-NF- 4985 4985 v � = 4985 co 9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 11+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet VERT: 1"=5' 145 of 224 N IRR-23 Z 0 z it o 0 (n w V LLJ -XII LUI J/ � I 5� i I 5 g LOT 19 I / LLJ Q s - - - - -i IRR-24 r' 62 LF 8" PVC * DRAWN BRB P" STA. 1 0+62.00 CHECKED 8"x8" Tee DAP 2-8" GTV (NW)(SW) DESIGNED + ° I U TR STA. 12+27.52 BRB 6" lug d6" Plug KV� FILENAME - - - - - - g STA. 10+66.13 I �d 0009-IRRIGATION STA. 10+00.00 + ti 10+66 I 10+00 p,DO L/ 8" Plug .......,C - - — - - STA. 10+00.00o�. �E pJP� pC� STA. 10+06.95" " 6 x6 Tee N GIDDINGS RD " 2-6 GTV (N)(W) STA. 17+31.54 - _ I I 10+00 S�ONAl KEY MAP I � a 1 Y ♦ T. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I �o��. NOTES I I o� 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5-FEET BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. co 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 Z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER Z Q WIRE. J Z 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18-INCHES O VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. cr 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT Q 0 COLLINS WATERLINES. In Q 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D co 5015 5015 5005 5005 CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. c LOU PROPOSED PROPOSED GRADE GRADE Q > a. In 5010 IF 5010 5000 - 5000 Q — EXISTING GRADE Z O EXISTING O GRADE 6" PVC 5005 5005 4995 - 4995 0 �n Z Ln 5000 5000 4990 4990 mo w0 ;n N > (D N m m af C4— a)-- N N 0 4995 -rn I� CIDm-� m ? N m_N. 0° 4995 4985 -cc °° °° o �_ rn °°-00 m-o 4985 _O N � �—� �. d.—� �.N � - II— II Lf7—_ r7 �— 00 —+ o (0 N —NN d' CV a 0O _0 (D � O rn >—a j —L ( —tip coax + oo + o co—+ o + o + o + - + + mc + ma z_-� z + 6, � —+ C� �_+ m 00 O v�� u7 i o p cD O p c0 p o co yr p CR 0 0) ao p rn ao o.� ao—� o, p rn a Q � � a � � a � � Q as-¢ � � a � � a � �-a � �-a � � -cn � =; � o -moo � o -ro i- -moo � o � � 0 J-11-- -No0 = 4980 4990 cn N I- -cn cn -N � cn cc 4990 4980 ao-tn �- cn 9+00 10+00 11+00 11+50 9+00 10+00 11+00 11+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 146 of 224 VERT: 1"=5' N Z O z it IRR-25 O U) w w I a\ LOT 4 / ' LOT 41 LOT 3LLJ Q Ai 5�e ° LOT 42 DRAWN 44 // BRB O'�yoj CHECKED 6- / D �/ DAP DESIGNED STA. 10+00.00 0 0- / BRB ly / FILENAME TIE TO IRR. BUILT W/ o/ 12"X15" TEE / LOT 31 PUMP STATION PLANS: , °x° 1-12 GTV (NW) LOT 32 0009_IRRIGATION STA. 10+74.92 c, 1-15" GTV (SW) 10"x10" Tee �` \�� � STA. 11+33.14 PpO•L/c QJ BLOCK 8 ;i .• � � o IRRIGATION TO TIE INTO / `' SIDE OF OUTLET o i' '�`I'/ LOT 1 G P S STRUCTURE 11x ,�g / / 14 LF 10" PVC •.••� STA. 11+12.79 // �, a. s\\ / �O� S/.....•��G 8 45 Bead L - KEY MAP ONA LOT 2 10" PLUG 0 \ STA. 11+20.47 / s' NOTES N N . T. S. / / STA. 11+12.77 / / i LOT 3 \ // 10"x8" Tee / // \ 1. ANY UTILITIES NEAR CONSTRUCT1ON ACTIVITY NEED TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR / PRIOR TO CONSTRUCTION. // �� �'� 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A LOT 4 i • ,; ' // ��9 �J MINIMUM OF 5—FEET BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. // �O \ I nT 5 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C9OO, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. co 4. ALL 18" IRRIGATION LINES SHALL BE CLASS C9O5, DR 18 z PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER z Q WIRE. J 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18—INCHES 0 VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. 5010 5010 6. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME > W STANDARDS AND SPECIFICATIONS AS THE CITY OF FORT F COLLINS WATERLINES. 00 0 0 Q W 7. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT D PROPOSED CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. co 5005 GRADE 5005 Q W - - Q = J Ir > a m EXISTING 5000 GRADE 5000 - - _ - - - z 0 0 a. z 4995 ;;, 4995 0 z �n 4990 4990 � c N W Z Z m NaoII m mm W mm 1.0 3t� ' C rn_ `n � m- -r —o4985 0 0 - . - 4985N Op00 (V-0) ON0 N-* LO . ) � N—O co It 7AX Ni00NCr04-U Lg04 L ( � � - � —C) d- X M � e N 0 l - -� 0 _ ; — + �cV O 0) 0 O 0) O rn O _O. O rn —O a- w- FF- Ul � CL _ � =o � o =4980 � � to — 4980 .- (n H 12+50 12+00 11+00 10+00 9+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H:1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR T. 1"=5 feet 147 of 224 VERT: 1"=5' N 80' ROW (MIN.) 10' PKWY 38' ROADWAY 10' PKWY 5' 6' MID.) (MIN.) 6' 5' WALK BIKE 8' 8' BIKE WALK (MIN.) (MIN.) PARKING 11' 11' PARKING (MIN.) (MIN.) TRAVEL_�r TRAVEL zo C/) � z o N cn w SEE SHEET 158 MINOR COLLECTOR w I I N.T.L P PC PT \ �9+53.'913i-'NPI , PT 10+05.93 10+09.86 4999.35 9+69.93 10+00.00 4999.55 1 PT 4999.41�,,, F 4999.58 4999.51 9+25.79 �� s+ss o� _ Pc /F - PC4998.98 _ 10+17.031 _ 12+12.70- PC 4999.57 I 4999.45 - - � -4I BP 4998.96 -- I 110+20.95- ---- -- - -1--4+98.12 I BP 4999.41 Q 4993.52 \ 9+17.93 - I_ - - FUTURE ROADWAY SHO •- o 4998.87 9 8.87 11 9+18 - = 10+00� �� FOR REFERENCE ONLY + I ITT 1�0 11+00 12+0TtlS m ,5+00 6+00 \ 7+00 8+00 9+00 ! ! 10+00 j( I -PT � 11+00 � DRAWN = BP__ 10+20.95 -___-- BRB \ �10+00.00 4999.41 1--- - - \ _ 4999.58 11l_ PC _ _ _ _ PC CHECKED - 7- PCI 10+17.03 12+12.70--/ DAP �10+05.93 4999.45 4998.42 DESIGNED 4999.55 PT BRB \ _ 10+09.86 \ I 499 9.51 ` FILENAME SEE SHEET 158 GOODHEART DR 0009_STREET P&P P,00 Lac 5005 5005 pp�� pRE••' �p.�\ GOODHEART DR - LFL KEY MAP -EXISTING- PROPOSED ^ I ♦ T• C• -0.9 Q�� p�G ��• �� 0:6 -GRADE I V I J F GRADE ••••••••�G� 5000 1.55% -0.50z - - - - - .0 5000 S�ONAU 1.30% - 0.5076_ - 0.5096 -0.55% --0,52X STA = 9+17.93 - - ELEV = 4998.87 STA = 10+89.70 4JJ STA = 9+23.86 ELEV = 4999.07 ELEV = 4998.96 4995 STA = 9+53.93 1 4995 ELEV = 4999.35 STA -- 10+00.00 STA = 11+58.92 ] 1 ELEV = 4999.58 ELEV = 4998.69 - STA = 10+05.88 ELEV = 4999.55 - STA = 10+20.95 STA = 11+94.12 4990 ELEV = 4999.41 ELEV = 4998.50 4990 8+50 9+00 10+00 11+00 12+00 LEGEND CD 5010 5010 Z W PROPOSED CONCRETE O J GOODHEART DR - CL " ' - LL HIGH POINT ELEV = 4999.93 PROPOSED PAVERS CO O - HIGH POINT STA = 10+43.46 PVI STA = 10+14.16 > 5005 Ni PVI ELEV = 5000.18 +� 5005 PVI STA = 8+29.50 ,� ,LO A.D. - -2.16% 0 rn Q 0 PVI ELEV = 4997.21 of c6 +rn K = 55.55 NOTES. m o A.D. = 0.49% 00 rn 0'`} 120.00' VC - 6 e J Ul ,� +rn 00 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL ad ri m K = 242.73 ao iii w w w RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED rn rn 120.00' VC >> - ^� cmi� mm I TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. Z 5000 II n w W 5000 a s a > I - - -- - 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL a 1.61X W - r ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT - - PROPOSED SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER - - - N GRADE AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT a 4995 4995 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK - 1.11% - - - - - - ~ -- IK-EXISTING7 EGINNING OF PHASED IMPROVEMENTS TRAFFIC ON ALL SUBDIVISION ROADS. z W W - - - GRADE STA; 9+54.20 MINIMUM ALLOWABLE PAVEMENT SECTION PER PRELIMINARY GEOTECHNICAL REPORT BY EEC: cr ASPHALT PAVEMENT AGGREGATE BASE 4990 4990 THICKNESS(IN) THICKNESS(IN) co LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 MINOR COLLECTOR 5.5 7.0 4985 - - - 4985 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4+50 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED TO A MINIMUM OF 95% PROCTOR DENSITY. 5005 5005 - RFL 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. GQODHEA�T DR PROPOSED EXISTING 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, GRADE GRADE ALL-WEATHER DRAINING SURFACE CAPABLE OF -0.90% SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING 5000 0.50X- _ - - - - 5000 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. - --0.50X 0.55X STA = 10+00.00 _ _- ELEV = 4999.58 STA = 10+89.70- STA = 10+05.88 -ELEV = 4999.07 STA = 11+58.92 ELEV = 4999.55 ELEV = 4998.69 4995 STA = 10+20.95 --o.5ox 4995 ELEV = 4999.41 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 4990 4990 JOB NO. 1230.0009.00 9+00 10+00 11+00 12+00 SCALE H: 1"=50' V: 1"=5' DATE 50 0 50 100 OCTOBER 2024 scale HORIZ: 1"=50' feet SHEET VERT. 1"=5' 148 Of 224 80' ROW (MIN.) N SEE SHEET 164 10' PKWY 10' PKWY PT PC PRC PRC `. I I y 38 ROADWAY MIN. , 14+69.91 15+42.04 15+43.71 15+47.48 5 s ( ) ( ) 6 5 4999.80 4999.87 4999.87 4999.85 ': WALK BIKE 8' 8' BIKE WALK PR C � -� y;:I I I � (MIN.) (MIN.) PARKING 11' 11' PARKING (MIN.) (MIN.) 14+68.97 P7 PT 15+18.17 � .: 15+51.37 � _PC I�II� I TRAVEL TRAVEL PRC 4999.79': 4999.99 4999.80 17+48.12' , z 14+62.19 PC �, PTA_ 4998.69 4999.73 PC \ J - _ _15+58.52 - - - - -17+41.11- _ PT PC - - o cn � �15+02.11 _ 4999.71 - 4998.58- - 17+52.10 z 14+59.00 4999.99 _ .PCC "'PT PC- 4998.75 I O 4999.70 1s+3s.15 � MINOR COLLECTOR - w PT ._.''.,:. 15+62.50 ''17+37.19 :_EP I - • 4999.65 + 4999.23 4998.52 _ EP Kra > 14999.60 = - 6+ PT -=�17+00 �49987 81 18+22.56 w \' Pcc% 16+52.18-� GOODHEART DR �_ ??? d 14+45.84 �� 5ko° I VI 4999.57 / 1 16+00 4999.73 17+00 - +oo EP 17+ 15+00'. ,; a , e �Al PT 17+07.11 y 49928. 1.78 6+06.07`_`= 4998.524999.23 - PT i17+11.04 tPC 4998.752 0 i o / �� - 4998.58/. WAY IMPROVEMENTS - 1 I I�, i / END OF ROAD -j m PC ; ' z / p AT STATIONING 14+94.541 WITH I I I I , 12+12.70, ' / yx°° ��k° PHASE D. THE REST OF ROADWAY I r \ 4998.41 12 ,1 % DESIGN AND IMPROVEMENTS SHOWN I F DRAWN /'� -o 4999 o34 / �/ �' FOR REFERENCE ONLY I BRB /// yX° / �,i' i \ GOODHEART DR CHECKED DAP ' I DESIGNED BRB PTA. \� �. OPQ G� ��x FILENAME 96 0009_STREET P&P 1 PO+17.03�' �J����� PC 70 r4999..0 FJ It /14998.42 _ 0 ,,PT F� / 4998.42 \ �p,DO L/c 10+20. / ILiI cn I p��••QRE71 ''• p\' KEY MAP o\�G o�S CD I �Foy �o; �► � � � � I ' , II F �, � N . T. S. �o . G� I � 5010 5010 GOODHEART DR - LFL _t 5005 INTERSECTION WITH 5005 COORESPONDS MOUNTAIN WILLOW WY WITH CL CREST EXISTING VERTICAL CURVE PROPOSED GRADE -0.50% -0.25% - -1.28% GRAD0.97% -0.25% -0.50% -1.00% 5000 - _ 0.98% - -0.59% - - -0.53% -0.84% _0.53% 1.500.50% 5000 - -� 0.54% -0.52% . 0.50% - _ __ 0.50% - - - - STA = 14+45.84 STA = 12+81.02 - ELEV = 4999.57-- - _ _ STA = 17+58.11 ELEV = 4998.69 _STA = 15+71.31 ELEV = 4998.78 LEGEND STA = 14+68.97 - - _ELEV = 4999.61 - -STA = 17+52.10 Z Lu STA = 12+19.12 ELEV = 4999.79 4995 ELEV = 4998.38 - __ _ - - ELEV = 4ss8.75 4995 PROPOSED CONCRETE _ p _ STA = 15+02.11 . STA = 16+56.81 STA = 17+37.19 STA = 11+94.12 ELEV = 4999.99 - ELEV = 4998.50 STA = 15+62.50 ELEV = 4999.02- ELEV = 4998.52 STA = 15+10.91 ELEV = 4999.65 STA = 17+06.81 PROPOSED PAVERS �/� -STA = 11+58.92 -STA = 16+36.15 c+ O ELEV = 5000.01 = ELEV = 4998.69 ELEV = 4999.23 ELEV 4998.68 STA = 15+18.17 -STA = 15+47.48 ELEV = 4999.99 ELEV = 4999.85 STA = 16+27.05 STA = 16+81.81 1 4990 - - - -ELEV = 4999.31 ELEV = 4998.81 . 4990 0 0 NOTES: 11+50 12+00 13+00 14+00 15+00 16+00 17+00 18+--00 19+00 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL in W O� -- GOODHEART DR - CL I - - RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CO -- COQ z ro HIGH POINT ELEV = 5000.27 �, I 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL a = J -LOW POINT ELEV = 4999.03-- ''�a HIGH POINT STA = 15+34.46 '104 rn r` -LOW POINT STA = 12+52.17 ^ 0i r 0)r 0 to LOW POINT ELEV = 4999.13 0 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT 5005 =0 PVI STA = 12+52.17 - -0 n o PVI STA = 15+34.33 000 N,� o N 5005 c�i T �i +� PVI ELEV = 5000.42 +o r-0; LOW POINT STA = 17+53.09 �i N SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER > 0. a. m rn PVI ELEV = 4998.86 - 0) o to +0) PVI STA = 17+32.89 rn of +0 A.D. = 1.11% - +0 �'n A.D. _ -1.10% �to 00 +0 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT * -_ K = 108.57 _ rO K = 99.76 - - PVI ELEV = 4998.93 - =d vi w , to w _ SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK �U 110.00 VC U U A.D. = 1.49% 016J 120.00 VC (n w m m _ w w _ PROPOSED 0� K = 80.34 iri�;; TRAFFIC ON ALL SUBDIVISION ROADS. W _ _ w w I I - GRADE m m 120.00' VC w w /-W,510J1Xbq- mm5000 - _ - - I0.55% - 0.55% -1.00% - 1.9 % 5000 MINIMUM ALLOWABLE PAVEMENT SECTION PER O W - PRELIMINARY GEOTECHNICAL REPORT BY EEC: ASPHALT PAVEMENT AGGREGATE BASE _ -STA = 18+22.56 THICKNESS(IN) THICKNESS(IN) co EXISTING - _ STA = 16+43.36 / ELEV = 4999.57 GRADE - - - - - _ ELEV 4999.82 LOCAL CONNECTOR COMMERCIAL 5.5 11.0 = STA +09.06 4995 - - - - - _ / ELEV =184999.30 4995 END OF ROADWAY IMPROVEMENTS MINOR COLLECTOR 5.5 7.0 AT STATIONING 14+94.54' WITH PHASE D. THE REST OF THE 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED ROADWAY DESIGN AND IMPROVEMENTS TO THE CITY OF FORT COLLINS PRIOR TO PAVING. SHOWN FOR REFERENCE ONLY. 4990 4990 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS 11+50 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED TO A MINIMUM OF 95% PROCTOR DENSITY. 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 5010 5010 GOODHEART DR - RFL 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ALL-WEATHER DRAINING SURFACE CAPABLE OF SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING THIGH POINT ELEV = 4999.76 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. HIGH POINT STA = 14+91.89 N 5005 06 0+PVI STA = 14+91.69 L6 05005 +0) PVI ELEV = 4999.91 +rn rn A.D. _ -1.14% Un 0> K = 93.88 EXISTING w 107.04' VC ow TST, INC. U U U c� -PROPOSED r. GRADE m m w w GRADE -1.03% I - I _-1.00% CONSULTING ENGINEERS 1.49X 5000 748 Whalers Way 5000 - - - - _ - -0.84% _0.53% kF0.50% Suite 200 Fort Collins - - _ -0.57% Colorado 80525 -0.57% - -0.50% 0.50% 0.52% - - - - - _ -0.50% Phone: 970.226.0557 - - - - _ STA = 15+97.54 - - - JOB No. STA = 12+76.83 -ELEV = 4999.31 I STA = 17+28.71 1230.0009.00 ELEV = 4998.69 1 - _ ELEV = 4998.78 STA = 16+99.23 SCALE , 4995 STA = 12+43.73 ELEV = 4999.23 � � - -STA = 17+22.02 4995 ELEV = 4998.51 STA = 16+26.73 ELEV = 4998.75 H: 1 =50 V: 1 =5 -STA = 12+18.73 ELEV = 4999.02 -STA = 17+67.11 ELEV = 4998.39 -STA = 16+51.73 ELEV = 4998.52 DATE - STA = 11+58.92 ELEV = 4998.81 50 0 50 100 OCTOBER 2024 ELEV = 4998.69 STA = 16+76.73 - 4990 - = ELEV = 4998.68 4990 scale HORIZ: 1"=50' feet SHEET VERT. 1"=5' 149 of 224 11+50 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 102' ROW (MIN.) N 10' PKWY 20' ROADWAYS �-20' ROADWAY 10' PKWY 5' (TYP.) I I (MIN.) 5' WALK 8' WALK 8' (MIN.) PARKING 12' 32' 12' PARKING (MIN.) TRAVEL MEDIAN TRAVEL z 0 1= U) 9 z PAIRED ONE-WAY LOCAL (MERGED PAIRO o w KTA W /! SEE SHEET 159 PC �J:.� ,: 10+81.96i/Al PT _ 5000.90 PT' 10+85.89 m I:' �. 1. �10+76.03- 5000.85 00 rn PI 5000.87: PC 6 � I 10+46.02 u 0\ PT 1 5000.72� PC.]:` 10+93.06 \ 10+00.95 10+75.09 5000.78 - 5000.33. PI l 5000.86,. PT \ x I I 10+30.02:: 10+96.99' .'.:`:::> BP 5000.64 o 10+00.00, 1 5000.74 5000.32; ; ? - 11+00 12+00 \ IIII 10+00 > i iilii l illlilis , i ICI - MONTAVA AVE °' \ " MONTAVA AVE I it _ 1, I � I�/1 I _ DRAWN 5+00 6+00 7+00 8+00 i i l 0 +a I III ! li Iillglyl 10 00 _ 11+00 BRB iilll ' I III110+00 VJCHECKED PHASE E SHOWN FOR � ;' Iil,ii ; ; ; iioiil;_ �� -11+0o DAP,• (/W' REFERENCE ONLY IIIli1 DESIGNED .�PT `12+00 BRB 5000.32 5000.86 }- - - -FT 5000.74 FILENAME PT 10+76.03 PC 10+00.95 5000.87 10+93.06 0009_STREET P&P 5000.33 \ 5000.78 Illllil / I PI � � /j ��, I I PT �10+3002. I PI PC 10+85.89 / DO L/c I41 /t 5000.722 000.906 5000.85 / RE SEE SHEET 158 5005 5005 KEY MAP •.....• M ON TAVA AVE - LFL = N . T. S. EXISTING /ONAL E GRADE _ -1.07X -0.50% - -1.05% -0.50X� _ 5000 - - 5000 STA = 10+30.02 - ELEV = 5000.64 V_ STA = 10+81.96 4995 0. M ELEV = 5000.90 -a- c 4995 �o 0 0 PROPOSED +- [h 0+ 'n GRADE p II - II d 4990 w w 4990 LEGEND co 4985 - 4985 Z LU J PROPOSED CONCRETE 9+50 10+00 11+00 11+50 LL PROPOSED PAVERS CIOO 5015 5015 M ON TAVA AVE - CL NOTES: o o 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL m W Old RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED 5010 LOW POINT ELEV = 5000.73 5010 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CO CO Z LOW POINT STA = 7+05.96 HIGH POINT ELEV = 5001.59 Q Pm STA = 7+02.49 HIGH POINT ELEV = 5001.04- LOW POINT ELEV = 5000.69- HIGH POINT STA = 10+49.70- Q PM ELEV = 5000.58 HIGH POINT STA = 8+00.72- LOW POINT STA = 8+99.25_= PM STA = 1o+3s.500 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Q A.D. = 1.29% I ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT J o K = 69.69 rn,� CO o- PM STA = 8+00.88 _�o o PM STA = 9+11.80 0, O oo PVI ELEV = 5001.79 > a. so.00' vc "t00 000' PVI ELEV = 5001.17 -000, o00o PVI ELEV = 5000.51 aqo o; A.D. _ -1.66% SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER 6 r6 ''6- A.D. _ -1.20% d -6 A.D. = 1.60% �o K = 60.08 +o AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT Q 5005 40 40 +0 +o- K = 75.26 -+0 +0 K = 62.42 +0 rn0 100.00' VC �0 5005 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK PROPOSED r-'o- r-0- 90.00' VC -00 LO-00`�- 100.00' VC GRADE �,;,; N,;;- -0Q 00 �� �� _ ��' � TRAFFIC ON ALL SUBDIVISION ROADS. Z W M M M M M M M » m m '"''W m m W W m m WIW MINIMUM ALLOWABLE PAVEMENT SECTION PER O W l - PRELIMINARY GEOTECHNICAL REPORT BY EEC: 5000 5000 ASPHALT PAVEMENT AGGREGATE BASE - 0.60X -0.60X - 1.00% -0..66X THICKNESS(IN) THICKNESS(IN) C0 LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 _ - BEGINNING OF PHASE D IMPROVEMENTS MINOR COLLECTOR 5.5 7.0 a -o EXISTING STA; 9+65.00 4995 0 � GRADE 4995 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED u-- II TO THE CITY OF FORT COLLINS PRIOR TO PAVING. a N--w 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED 4990 - - 4990 TO A MINIMUM OF 95% PROCTOR DENSITY. 4+50 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+50 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 5005 5005 EXISTING- M ON TAVA AVE - R FL 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, GRADE ALL-WEATHER DRAINING SURFACE CAPABLE OF -1.o7X SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING PROPOSED - - - -p,50X- - PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 5000 GRADE -1.0596 -0.5 • 5000 7. CENTERLINE PROFILE OF MONTAVA AVE WITHIN THE CENTER MEDIAN ISLANDS IS NOT INDICATIVE OF FINSHED STA = 10+30.02 _ GRADE. REFER TO GRADING PLANS FOR SPOT ELEV = 5000.64 ro V_ ELEVATIONS. TST, INC. 4995 0 - 4995 CONSULTING ENGINEERS 748 Whalers Way o 6 0 c STA = 10+81.96 0+ Suite 200 Fort Collins =-�a ELEV = 5000.90 I � Colorado 80525 II _ II STA = 10+96.99- Phone: 970.226.0557 ELEV = 5000.74 JOB NO. 1230.0009.00 4990 N -w 4990 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET 4985 4985 scale HORIZ: 1"=50' feet 150 of 224 9+50 10+00 11+00 11+50 VERT: 1"=5' 102' ROW (MIN.) N 10' PKWY 20' ROADWAYS �-20' ROADWAY 10' PKWY 5' (TYP.) I I (MIN.) 5' WALK 8' WALK 8' (MIN.) PARKING 12' 32' 12' PARKING (MIN.) TRAVEL MEDIAN TRAVEL z 0 U) 9 z PAIRED ONE-WAY LOCAL (MERGED PAIR) o w SEE SHEET 163 KTA > Ld 15+58.07 I I I I I PT 5001.28 1 PT PT 6+40.03 PC PT"---PC 15+52.14 PT,•,. PT 13+14.87 13+27.73 5001.23 15+59.02 16+34.10 5001.84 I 18+31.44 18+44.30 PT PC 5001.24 5001.30 PT PI 5001.29 100I'�81 PT PC 5003.16 5003.23 PT 1000.85 13+10.94 " 4 " 18+27.51 18+48.22 5000.85 i � 13+31.66 15+48.21 pl PC 16+43.96 5001.19 5001.27 5001.17 �I 16+33.15 5001.86 5003.11 I 5003.25 C PT PC I PT 15+88.08 5001.81 PT PC MONTAVA AVE 3+93.06.000.78 - 13+03.77 13+38.83 I 15+41.04 I 5001.58 PIS- . 1 I 16+51.13 16+04.08 I _ 5001.90 , , w ,... -- . . . . .. �... 5001.1p1C d � ,IPT01.21 . I - Illl r, r.�l�j 5001.05_ PC, 1 ' 001.66 -PT -I iy �5003.01 003 28 18+20.34- ° I- _ i 5 +96.99 - ':: 12+99.85' 13+42.76 `� 5+37.11 . 18+16.41"` .• 1 16+55.06 iL 18 59 32, II1 [074 , •• ' 'F 5001.07 5001.18 "�'�- --� ' '� 5000.98 - �I 5003.30 5001.92 �+ 5002.95 . - Q 12+00 13+0 14+00 15+0� 17+00 18+00 19+00 m 1q 16+00- MONTAVA AVE RAISED CROSSWALK RAISED r DRAWN SEE_SHEET 224 _ SEE SH BRB - CHECKED 11+00 12+00\ 13+00 14+00 15+00 16+00 17+00 18+00 � DAP 16+00 - 13+00 MONTAVA AVE 17+00 �18+°° ,9+00 DESIGNED BRB Pi C ° 12+00 PC PT 14+00 pC PT PC %PT • 'L +D4 0 FILENAME 10+96.99. "`'� 12+99.85 - -- 15+37.11 16+55.06 _ ',18+16.41 : 18+59.32 HIM II r PI 0009_STREET P&P Y � 001.66 5001.92 ' 5002.95 - °5003.30 i 5000.74 5001.07 - I 5001.18 . I I 5000.98' •I� - � I�- �I I � �• PC PT p�" PT 15+8 .08 PC PT pC �10+93.06 13+03.77 13+38.83 L 15+41.04 �' 15+8 16+51.131 18+20.34 18+55.40 5001.21 I 5000.78 5001.11 15001;05 pT P I 5001.90 5003.01 5003.28 F 0 L r •�....••PT PC PT L PC 15 59.0216+33p15 PT PC J PT D�P� �O 10+85.89 13+10.94 PT_ _ 13+31.66 L 15+48.21 50 1.29 16+43.96 18+27.51 18+48.22 •' RE 5000.85 5001.19 13+14.87 PC 5001.27 5041.21 15 0 5001.81 PT II 5001.86 5003.11 PT PC 5003.25OAP \O� 96 �. PT PC I 18+31.44 18+44.30 Q� G� � ] 0 5001.24 13+27.73 I I I I 11 5001.23 500 .28 15+ 7 5001.81 0 I I III 003.16 5001.30 16+40.03 5003.23 ICI � � � � m 5001.84 KEY MAP • SEE SHEET 164 5010 5010 N . T. S. M ON TAVA AVE - LFL S E� INTERSECTION WITH �ONAL MOUNTAIN WILLOW WY 5005 5005 1.12% PROPOSED 0.50% 0.52% -0 78% 1.28% -GRADE STA = 11+87.49 0.5096 0.83%= 0.93% -0.82% 1.70%- _0.78% 0.55% N - ELEV = 5000.28 0.50% 0.78% 0.50% 0.60% - 0.74% 0.61% 1.00% - - -STA = 16+92.91 STA = 18+16.41 - - - 0.50% -0,50%- - - STA = 15+88.08 - ELEV = 5002.27 ELEV = 5002.95 5000 5000 - -°509' - - - - - - ELEV = 5001.- - - -STA = 13+42.76 ELEV =155001 28 STA = 16+67.91 ELEV = 1 +31.44 5003.6 STA = 12+09.00 _ ELEV = 5002.08 ELEV = 5000.39 ELEV = 5001.18- - - STA = 15+52.14 STA = 16+55.06 STA = 12+34.00 - -STA = 13+27.73 - ELEV = 5001.23 ELEV = 5000.54 = ELEV = 5001.30 _ -STA = 15+37.11 STA = 12+45.84 STA = 13+14.87 ,,� _ - - _ELEV = 5000.98 _ 4995 ELEV = 5000.64 ELEV = 5001.24 o STA = 15+24.67 4995 STA = 12+69.01 o EXISTING ELEV = 5000.85 � -�n -ELEV = 5000.88 GRADE STA = 12+94.01 II STA = 14+99.67 LEGEND II ELEV = 5000.73 ELEV = 5001.04- > Z STA = 12+99.85 -W - PROPOSED CONCRETE 4990 ELEV = 5001.07 - - - 4990 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 PROPOSED PAVERS CO LL cc 5015 5015 NOTES: 0 0 CL M ON TAVA AVE - CL 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL in W Od RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CO Z LOW POINT ELEV = 5001.21 - CO Q Q 5010 LOW POINT STA = 11+46.57 HIGH POINT ELEV = 5001.99 LOW POINT ELEV = 5001.50 5010 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL PVI STA = 11+54.92 - _ HIGH POINT STA = 12+90.88 t7 LOW POINT STA = 14+19.34 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT J - PM ELEV = 5001.02 - PVI STA = 12+78.09 PVI STA = 14+27.99 SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER A.D. = 1.59% a o PVI ELEV = 5002.16 0 PVI ELEV = 5001.34 a' > a. rn in K = 62.87 ao n A.D. _ -1.48% 00 n A.D. = 1.33% °' AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT o 100.00' VC o +o K = 67.65 +0_ K = 75.19 r - +o +o a o 100.00' VC `)0 M o 100.00' VC o PROPOSED SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK 5005 -0 � -m = �'O GRADE _ 5005 TRAFFIC ON ALL SUBDIVISION ROADS. Z W v3 ui » » Lu 0.78% 0.778% .- MINIMUM ALLOWABLE PAVEMENT SECTION PER m m wIw mIm w w m m w w 1.28% - 0.55% I I - � PRELIMINARY GEOTECHNICAL REPORT BY EEC: 0.78% 0 93% STA = 17+63.93 -0.55 TELEV = 5003.80 A THICKNESS(N ENT THICKNESS IN STA = 15+90.43 STA = 16+40.43 5000 - _ ELEV = 5002.61 ELEV = 5003.12 ELEV = 1 5004.00 5000 LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 _ STA = 16+15.43- STA = 18+13.93 MINOR COLLECTOR 5.5 7.0 _ - - ELEV = 5002.93 ELEV = 5004.32 _ _ - STA = 18+38.93 ELEV = 5004.51 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED 4995 - - - - - - - - - - EXISTING 4995 TO THE CITY OF FORT COLLINS PRIOR TO PAVING. GRADE 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS - NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED TO A MINIMUM OF 95% PROCTOR DENSITY. 4990 1 4990 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 5010 5010 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ALL-WEATHER DRAINING SURFACE CAPABLE OF MONTAVA AVE - RFL SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING INTERSECTION WITH PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. MOUNTAIN WILLOW WY 7. CENTERLINE PROFILE OF MONTAVA AVE WITHIN THE 5005 PROPOSED - 5005 CENTER MEDIAN ISLANDS IS NOT INDICATIVE OF FINSHED -0.82%- 0.78% GRADE- 1.40% 0.50%_ GRADE. REFER TO GRADING PLANS FOR SPOT ELEV = 15 00.8 _ 1.12%-0.50% 1.70% 1.28% - ELEVATIONS. TST INC. 0.52%-- 0.78% 0.50% -0.78%- - 0.55% , 0.83% CONSULTING ENGINEERS - - _ - - - 0.50% _ 0.61% 1.00% STA = 16+92.91 -0.50% -0.60% - 0.93% O'7496 -0.50% 0.50% ELEV = 5002.27 _ 5000 - - - It- N. -STA = 16+67.91 5000 748 Whalers Way Suite 200 Fort Collins STA = 12+09.00 _ ELEV = 5002.08 Colorado 80525 ELEV = 5000.39 - STA = 12+34.00 -- STA = 16+55.06 JOB N0 Phone: 970.226.0557 -STA = 13+42.75 ELEV = 5001.92 _ . ELEV = 5000.54 1230.0009.00 ELEV = 5001.18 STA = 15+88.08 STA = 12+45.84 _ _ ELEV =_ 5001.58- ELEV = 5000.64 STA = 13+27.73 SCALE „ , „ , 4995 - - ELEV = 5001.30 c _ - - - - - STA = 15+58.07 EXISTING- 4995 H: 1 =50 V: 1 =5 STA = 12+69.01 o ELEV = 5001.28 GRADE ELEV = 5000.85 to- - -(o -c STA = 15+52.14 DATE STA = 11 _ � 5001.0 . ELEV = 5001.23 OCTOBER 2024 ELEV = 50014 _ _� STA = 12+99.85 - - II - II STA = 15+37.11 _ = STA = 18+16.41 ELEV = 5001.07 �, ELEV = 5000.98 - ELEV = 5002.95 50 0 50 100 SHEET STA = 13+14.87 � W STA = 145000.7 _ STA = 15+24.67 _ STA = 18+0 .1 scale HORIZ: 1"=50' feet 151 of 224 4990 ELEV = 5001.24 ELEV = 5000.73 ELEVELEV�5000.88 ELEV = 5003.16 4990 VERT: 1"=5' 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 102' ROW (MIN.) N 10' PKWY 20' ROADWAYS �-20' ROADWAY 10' PKWY 5' (TYP.) I I (MIN.) 5' WALK 8' WALK 8' (MIN.) PARKING 12' 32' 12' PARKING (MIN.) TRAVEL MEDIAN TRAVEL z 0 U) 9 z PAIRED ONE-WAY LOCAL (MERGED PAIR) o w KTA Ld I I I I I I I I I I I � I ��' '� I � >� � � ��� � •.. PC {. r I `� MONTAVA AVE 1 \ 18+44.30 . . 3. 3 '11` 500 2 PT " 18+48.22 5003.25 / �'" PC / PROPOSED GRAVEL 18+55.40 5003.28 TURNAROUND`�: FUTURE ROADWAY \ % Q �kINFRASTRUCTURE / w IN / FRA STRUCIU RE 0! EP < . •�, FOR .. - - . . . REFERENCE 18+59.32 _ti - ONLY •.� 5003.30 �; 7 :�p 5005.27 e- 20+00 21+00 ^:',P 3 .. \; �] / J' DRAWN RAISED CROSSWALK � ..;w. �.,�:�;�: ., Y ,;�,�,• - _- / .. SEE SHEET 224 / �MONTAVA AVE / ,a�:�' BRB 18+00 19+00 `'' „1 +- CHECKED 20+00 =3,,.2i+oo' >+- _ ti 22+00 23+00 EP ,!. :•,,. 5005.01 23+65.55' DAP it 1..K:. 19+00 / J DESIGNED '''r`�i sr•, a _ ;:•y:; .., :,.;..:.. - � :�; BRB A. II APT �. z� 20+00' 21+00 t �_ j / / L 18+59.32 ;% /` j FILENAME 5003.30 - `. `Y 0009_STREET P&P 'PC + 1 EP � 18 55. < 21+33.73' \ 5005.27 PT 18+48.22l .i / ��•'• \. 1 _ I PC 5003.25 ...:. VO . p�1P \p\� - 18+44.30 G S 1 0 KEY 5003.23 MAP \J G N . T. S. i0 NAL 5010 5010 :::::::: MONTAVA AVE - LFL PROPOSED GRADE 5005 0•6� 5005 1.2896 0.68% -0.509G 0.78% 1.40X STA = 21+21.34- STA = 18+97.18 ELEV = 5005.20 = FI V = 5003.66 - - STA = 18+72.18 5000 ELEV = 5003.47 - - N 5000 -STA = 18+59.32 _ _ EXISTING pi- o ELEV = 5003.30:- - GRADE + r -STA = 18+31.44 a_ ELEV = 5003.16 II II STA = 18+16.41 LEGEND 4995 ELEV = 5002.95 N- w 4995 Z W 18+00 19+00 20+00 21+00 22+00 PROPOSED CONCRETE '` ; ' O J PROPOSED PAVERS LL CIO O 5015 5015 M ON TAVA AVE - CL NOTES: 0 0 a, HIGH POINT ELEV = 5006.26 rn =r HIGH POINT STA = 21+27.19 0rn 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL ino W PVI STA = 21+23.09 6 od +o PVI ELEV = 5006.45 +o RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED 5010 0-04 0 A.D. _ -1.28% 0 5010 CO Z N� TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. K = 93.83 CO a 120.00' VC 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Q = Q PROPOSED 0°I0o ww ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT J GRADE SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER > a. 1.28X 0.78% -0.60X AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT Q 5005 osa� _ 5005 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK .- � TRAFFIC ON ALL SUBDIVISION ROADS. STA = 18+38.93 -END OF ROADWAY Z W ELEV = 5004.51 IMPROVEMENTS __ _ _ _ O W WITH PHASE D. MINIMUM ALLOWABLE PAVEMENT SECTION PER 18+13.93 - - - _ PRELIMINARY GEOTECHNICAL REPORT BY EEC: 5000 ELEV = 5004.32 - ,�, 5000 ASPHALT PAVEMENT AGGREGATE BASE Ln THICKNESS(IN) THICKNESS(IN) co ui-In- - - - -GRADE EXISTING w+ LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 plu, MINOR COLLECTOR 5.5 7.0 n u 4995 N w 4995 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED 4990 4990 TO A MINIMUM OF 95% PROCTOR DENSITY. 18+00 19+00 20+00 21+00 22+00 23+00 24+00 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, 5010 5010 ALL-WEATHER DRAINING SURFACE CAPABLE OF SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING MONTAVA AVE - RFL + PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. PROPOSED . _GRADE 7. CENTERLINE PROFILE OF MONTAVA AVE WITHIN THE 5005 1.28x -A 0.62% 5005 CENTER MEDIAN ISLANDS IS NOT INDICATIVE OF FINSHED 0.50X 0.78X 0.68% GRADE. REFER TO GRADING PLANS FOR SPOT 1.40X- = ELEVATIONS. STA = 21+21.34 TST, INC. STA = 18+97.18 ELEV = 5005.20 CONSULTING ENGINEERS ELEV = 5003.66 . _ _ - _ 748 Whalers Way STA = 18+72.18 - Suite 200 Fort Collins 5000 ELEV = 5003.47 N 5000 Colorado 80525 I• Phone: 970.226.0557 STA = 18+59.32 M p JOB No. -ELEV = 5003.30 - EXISTING ±- 1230.0009.00 --STA = 18+31.44 GRADE a ELEV = 5003.16 _ II SCALE STA = 18+16.41 �__� H: 1"=50' V: 1"=5' 4995 - ELEV = 5002.95 _ - Cn w 4995 DATE 18+00 19+00 20+00 21+00 22+00 OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 152 Of 224 VERT: 1"=5' SEE SHEET 159 SEE SHEU '166 60' ROW (MIN.) \ I IJ;'. '� - ` : S ' PT., PC 7' PKWY 7' PKWY 11+90.34 11+96.27 ' O 36' ROADWAY (MIN.) 5001.98 5002.02 PI I f 12+26.28 I- m PC'. PT 5002.30 y PT ' I Coco PT ? F.; 11+86.41 11+97.21,_ 5 5 o I I 10+09.86 �:: PC 12+82.16 WALK 8 81 WALK o �' 5001.95 5001 92 5002.03 12+78 23 5002.62 (MIN.) PARKING 10, 10' PARKING (MIN.) . �\PC PTPC0 TRAVELIII 5002.60 N PC 10+1703 11+79.24 TRAVEL 500187 5001110+05.93 . 33 1 12+ 230 5002.655002.00' 0T P I I' BP :. J `10+20.95 PC `.., ,, - 5002.57 '--_PT r (n G_ i ! 11+75.31 - :' ' PC 12+93.26- z y i f I I l i 1 1 10+00.00- 5001.82 0-1 I ' I 5002.00 ` 5001.75 15002.56 `.5002.67 CONNECTOR LOCAL o II PT: 11+00 j13+00 - ,1 soo:o0 10+00 _LONGWOOD DR i 12+00 PI _ Kra w 5+00 6+028 0 7+00 8+00 9Vi _ _ BP 9+24 -_-10+00_ 10+00 �11+00 �--12+00 I12+42.40 13+00 397 2+00 002.4 PHASE ESHOWN FOR 5oo1.4s I i _ I / I - 1 5PT moo I I I ! PT i PI = \� P� 11+00 1 PC I _� -i3+ooT1 �� 5001 12+04.34 . <, REFERENCE ONLY s+53.s8 1o+2o.s5-: y . .T, - �11+89.31 - PT III 9+24.91 - (' 5001.82 - 5002.07 T 5001,50 5001.78 PC �� Y: 8 PT PC 12+75.62 T :. 12+60.59 PI :. .�.:.. T . .-11+93.24, 5002.455 LONGWOOD DR r 9+69.98 -_' 10+17.03 � . .._ PC '-•-� 5001.87 5001.89 5002.37 I a 5001:86 12+71.69 LLJ I . PC ,.�:. 0+09.86 �- I! ! I II PC 5002.43 Q i 12+64.52 0 I 15001.99 5002.01 5001.95 / "' I 12+00.41 5002.39 4 PC 5002.00 m SEE SHEET 159 DRAWN 5010 5010 BRB LONGWOOD DR - LFL - CHECKED DAP DESIGNED -0.67% INTERSECTION WITH NANNA LN BRB 5005 -0.50% PROGRADDE 1.28% 5005 -1.17% 0.61X 0.78% FILENAME COORESPONDS --0.04%- -o.53X 0.93% 0.50% 0009_STREET P&P WITH CL CREST o.61% VERTICAL CURVE 0.05% -0.50X 1.56% 0.54% - 0.50% 0.61%-- - - Lip I 5000 _ 5000 STA = 10+00.00 _ KEY MAP ELEV = 5002.00 T _EXISTING STA = 10+02.88- GRADE _ ELEV = 5002.00 4995 � 4995 STA = 10+05.93 ELEV = 5002.00 STA = 12+26.28 - STA = 11+05.40 _ELEV = 5002.30 - STA = 10+20.95 ELEV = 5001.37 , ELEV = 5001.82 STA = 11+48.41 STA = 12+35.61 4990 STA = 10+41.90 ELEV = 5001.58 ELEV =1 5002.35 4990 ELEV = 5001.72 STA = 11+75.31- STA = 12+42.28 STA = 10+58.41 ELEV = 5001.75 ELEV = 5002.40 - ELEV = 5001.61 STA = 11+90.34 STA = 12+78.23 STA 10+80.40- I_ ELEV = 5001.98 ELEV = 5002.60 STA = 2+93.26 4985 ELEV = 5001.49 ELEV = 15002.02 - ELEV = 15002.67 4985 9+00 10+00 11+00 12+00 13+00 5015 5015 LEGEND co LONGWOOD DR - CL Z W PROPOSED CONCRETE :f., O J - PROPOSED PAVERS CLL IO O 5010 HIGH POINT ELEV = 5002.33 LOW POINT ELEV = 5001.94 5010 LOW POINT ELEV = 5001.59 HIGH POINT STA = 10+40.88 LOW POINT STA = 11+40.52 LOW POINT STA = 9+08.58 - -PVI STA = 10+32.02 N1 -N I`PVI STA = 11+38.52 PVI STA = 9+21.05 ,� a co PVI ELEV = 5002.51 - o o-in rn PM ELEV = 5001.79- ,N o PVI ELEV = 5001.40 Q rn-� A.D. _ -1.67% N-0)N A.D. = 1.28% ri o 0 r A.D. = 1.60% CO o K = 53.92 +o +o K = 70.13 00 C4 NOTES. o t +o K = s, VC 0)o � so.00' vc -� so.00' vc ±0 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL W 5005 00`o 100.00' vc _ 5005 RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED od `!W N W N W N W N W TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CO Z (nlii UU UU UU UU mm ww mm- WW mm WW- -0.19% I I 7X 0.61% 0.7576.- 'I 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL a -1.10X -0.6 -0.60X 1.00% ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT J -PROPOSED SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER a. 5000 GRADE 5000 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT EXISTING STA 7+94.001 / ELEV - 5002.44 BEGINNING OF SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK GRADE STA = 8+51.00 TRAFFIC ON ALL SUBDIVISION ROADS. o ELEV = 5001.82 ROADWAY W - IMPROVEMENTS STA = 12+67.82 - O W 0 0 ELEV = 5002.59 MINIMUM ALLOWABLE PAVEMENT SECTION PER + WITH PHASE D. ,� _ PRELIMINARY GEOTECHNICAL REPORT BY EEC: 4995 II 4995 ASPHALT PAVEMENT AGGREGATE BASE > STA = 12+92.82 N ELEV = 5002.78 THICKNESS(IN) THICKNESS(IN) co LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 MINOR COLLECTOR 5.5 7.0 4990 4990 4+50 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED 5010 5010 TO A MINIMUM OF 95% PROCTOR DENSITY. COORESPONDS LONGWOOD DR - RFL 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. WITH CL CREST VERTICAL CURVE 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, PROPOSED ALL-WEATHER DRAINING SURFACE CAPABLE OF 5005 0.12% -0.039E GRADE STA = 11+48.41 5005 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING -1.17X ELEV = 5001.58 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. - -0.5096 - -. 0.53% 0.61% 1.28%- 0.99% _ -0.67% -0.50% 1.56% - -- 0.50% 0.50% - 0.61 - F A STA = 9+23.97 _ 5000 ELEV = 5001.49 - 5000 STA = 9+53.98 - _ - - T�15 TST, INC. ELEV = 5001.78 - - - CONSULTING ENGINEERS STA = 9+94.98 STA = 11+89.31 Whalers Way ELEV = 5001.99 - ^ ELEV = 5001.83 Suite te 200 Fort Collins Colorado 80525 STA = 10+02.88 - STA = 12+04.34- 4995 ELEV = 5002.00 STA = 10+20.95- o 4995 Phone: 970.226.0557 0 o ELEV = 5002.07 EXISTING JOB NO. STA = 10+05.93 ELEV = 5001.82 ±- 'n STA = 12+27.02 GRADE 1230.0009.00 ELEV = 5002.00 STA = 10+41.90- _ ELEV = 5001.72 II_ II ELEV = 5002.21 STA = 10+58.41 Q > STA = 12+75.62 SCALER: 1"=50' V: 1"=5' ELEV = 5001.61 N W -ELEV = 5002.45 4990 - E EV = 1 5001.49 DATE OCTOBER 2024 4990 8+50 9+00 10+00 11+00 12+00 13+00 50 0 50 100 SHEET scale HOR : 1"=5 feet 153 of 224 VERT: 1"=5' w 176 _ 60' ROW (MIN.) N SEE SHEET 166 SE SHEET 173 SEE SHEET 165 I I T PKWY T P PT�20+61 96 1 (TYP.) (MIN.) PC 20+56.10 5005.59\ - 36 ROADWAY .PC C _ 14+82.07 \ 5005.62 \ , 5' 5' _ PT f ` , 5002.56 PC 11+96.27 _ -,:'� - 16+79.62 PC ` - WALK 8 8 WALK PI l PT PT 15+64.03 16+99.36 20+52.18 PARKING PARKING MIN. 5002.02 _ 5003.92 '� (MIN.) (MIN.) 12+26.28 F79 �� �- - � 14+76.14 14+83.02 5003.01 � �5004.02 � 5005.64 PT 5002.30 y 5002.53 -= _ TRAVEL TRAVEL PT 5002.56 '� PT PC -=-PT PT 11+97.21 a . r / +. . 5002.03 PC , 12+82.16 PC PI PT l```15+67.96. 16+75.70 17+03.29 ,. :' 20+45.01 - z 5 78.23 5002.62 } 14+72.21 15+58.10 5003.87 5004.04 .` .s '= '� �' S005.68 o 1. '' 15+28.08 15 0 5013 16+68.53 `. 17+10.46 �, -�'" S 20+41.08`' 12 002.60 5002.47 5002.83` _ .PT 12+89.33 j;s::r 14+65.0PT 4 PI 15+057P5~ PC PT \ PC 1 �., PC n z _ � 1 12+72.30 5002.65 15+12.08 5003.07 5003.76 5004.08 5005.70 Cf) 5002.37 5002.98• _ PC I PT oo CONNECTOR LOCAL U) w 5002.57 PT �� ' -- 5002.75 i PT PC PT � 2 -~• -12+93.26:� �;� .. PC 15+79.06 _16+64.60 " T - _ 18+57.77 19+21.61 o+ rays > - . •. , p 14+61.11 �A 12+71.35 .5002.67 :� 5002.56 ��� ✓ 5002 32' 500309; ILij 41' . • 5003 71 . 20+° • • •:5 0 5 00410 -- �` - �A9+00 LONGWOOD DR �14+00 - _ 16+00 �, 5.00 18+00 6.00 PT 20+0o f 15+00 f 12+42.28 - LONGWOOD DR 17+00 5002.40_ _ 13+00 14+00 15+00 15+00 16+00 19+30.52� PC. Ttlf _ _ 17+00� 17+00 18+00_\ 19+00 i 1 J�:f 20+49.99 _ 18+57.74 ��5005 4 f PT - \ �_ -�,r 14+00 �� \� _ �.:.: . \� 5005.04- 5005.70 13+ooTl J,-�J: • _ ;I ° �16+00.' PC ' PT _18+00 +off z PT 12+04.34; - ti PC 19 5002.07 PT "`' 14+61.087 • =PT 16+64.5 17+14.35 -'.� :',• ' 5002.32.; ��� 15+57.12 PC -� \ 5005.68 v, 12+75 62 15+79.02 5003.71 5004.10 19+30.52 12+60 PC 5002.45 - - - 5003.09 PT PC - - 5005.41 "` 20+61.09 PT PT 5002.98 1 1 18+57.74 PC < 59 , _. PC T�1.'i 14+65.01 14+82.98 PT 10 42 5005.04 \ �\� ,., 16+68.49 17+ . \ 5005.64 Q 5002.37 12+71.69 =. 5002.37 5002.56 15+58.07 PC 1 15+75.09 5003.76 5004.08 �' PT 5002.43 PC PC 5002.98 1 1 '� PT C V n I 5003.07 12+64.52 14+72.18�-,,I, 14+82.03 PC 1 ! PT / +. f 20+65.01� m W PI PT 5005.62 41 5002.39 5002.47 ' 5002.56 16+75.66 PC 17+03.25 91 I I 15+28.05 15+67.92 5003.87 5004.04 \ PT 5002.83 5003.03 16+99.33 14+76.10 11 •_.�I 1 "' ' PT 5004.62 SEE SHEET 174 DRAWN i 5002.53 PI PC 16+79.59 II c BRB 15+12.05 15+64.00 CHECKED 5003.92 DAP 5002.75 5003.01 I I ��� SEE SHEET 163 DESIGNED BRB FILENAME 5015 5015 HIGH POINT ELEV = 5003.02 0009_STREET P&P HIGH POINT STA = 13+45.73 LONGWOOD DR - LFL PVI STA = 13+40.18 PVI ELEV = 5003.28 A.D. K 39.49 % WITH CL CREST p��•'pRE••' LPN, COORESPONDS �p,0 �c 5010 90.00' VC VERTICAL CURVE 5010 ui �� - = KEY MAP 01 C-4 OD N Q` c4 o �i o PROPOSED -0.54% S •....• NCO INTERSECTION WITH F � �-� �'� MOUNTAIN WILLOW WY vi L;i vi ui 1.41% -GRADE 0.55% 0.25% r' TONAL E 5005 0.54%-m m W W - 0.78%- 0.50% 0.50% 0.50% 1.28% 0.55% 0.59% 5005 1.28% 1.43%d- STA = 19+95.75 - -0.50%� 1.28% -1.00% -0.50% - - -0.75% _ 0.78% 0.55% - -ELEV = 5005.82 - - 0.50% _ t:- STA = 175004.4 -_STA = 18+57.77 STA = 20+11.51 - "� STA 12+93.26 STA = 15+12.08 _ -STA ELEV 17+27.25 04 ELEV = 5005.04 ELEV = 5005.86 ELEV = 5002.67 ELEV = 5002.75- STA = 19+21.61 ELEV = 5004.26 5000 STA = 14+93.90 - - ELEV = 5005.41 5000 STA = 14+01.01 ELEV = 5002.62 _ - STA = 17+14.38 _ _ - - - ELEV = 5002.67 _STA = 14+76.14 . - _ ELEV = 5004.10 - - ' ` - _ ELEV = 5002.53_ STA 116+79.62 EX GRADE STA = 20+41.08 STA 14+26.01 STA = 14+59.15- - . 5 STA = 16+64.60- ELEV = 5003.92 ELEV = 5005.70 ELEV = 5002.47-ELEV = 5002.31- STA = 15+79.05 ELEV = 5003.71 ELEV = 5003.09 STA = 12+78.23 STA = 14+61.11 STA = 15+91.91 STA = 16+16.91 - 4995 ELEV = 5002.60 ELEV = 5002.32 ELEV = 5003.25 ELEV = 5003.45 4995 12+50 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 LEGEND C0 Z JPROPOSED CONCRETE r;:' O 5015 5015 PROPOSED PAVERS � 0 LL LONGWOOD DR - CL - HIGH POINT ELEV = 5003.51 LOW POINT ELEV = 5002.86 NOTES: 0 0 HIGH POINT STA = 13+75.04 LOW POINT STA = 14+88.47IF-E M 5010 PVI STA = 13+69.50 - PVI STA = 14+75.32 5010 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL W W O� o -PVI ELEV = 5003.76-o -C- -p� ELEV = 5002.70- a 'q0' A.D. = -2.28% u o� A.D. = 1.55% - ►?� RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED Cq ri K = 39.49 ►'� rq ri _ o r i o 90.00' VC a 4 o- 90.00'8VC + PROPOSED o �,n- - LO GRADE IA TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. �/'� CO Z •• •• W 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL v/ Q .. .. _ Q = J 0.55% 5005 >m ww >m >W 0,78% - 5005 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT 0.55% 0.78%-1.28% SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER a. 0.78%- 1.28% 0.55% 1.2896 0.78% -STA = 17+70.00 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT Q 0•78% ELEV = 5004.94 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK STA = 17+45.00 TRAFFIC ON ALL SUBDIVISION ROADS. STA = 12+92.82 -1.00% ELEV = 5004.75 Z W ELEV = 5002.78 STA = 15+54.50 -STA = 16+40.43 - 5000 ELEV = 5003.14 ELEV = 5003.93 - - _ - - - - - - - - - _ _ 5000 MINIMUM ALLOWABLE PAVEMENT SECTION PER Lu STA = 12+67.82 STA = 15+90.43- - - - - STA = 17+19.99 - - ELEV = 5002.59 -ELEV = 5003.42 � ELEV = 5004.43 EXISTING PRELIMINARY GEOTECHNICAL REPORT BY EEC: _ - GRADE ASPHALT PAVEMENT AGGREGATE BASE STA = 16+95.00 THICKNESS(IN) THICKNESS(IN) ELEV = 5004.23 - - co STA = 16+15.43 ELEV = 5003.74 LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 4995 - - 4995 MINOR COLLECTOR 5.5 7.0 12+50 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED TO A MINIMUM OF 95% PROCTOR DENSITY. 5015 5015 HIGH POINT HIGH POINT STAY 5003.02= 13++4569 LONGWOOD DR - RFL 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. PVI STA = 13+40.15 PVI ELEV = 5003.28 A.D. = -2.28% 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, K = 39.49 ALL-WEATHER DRAINING SURFACE CAPABLE OF 5010 90.00' VC 5010 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. Lo o �M COORESPONDS Sri� Li 00 - WITH CL CREST 17 +0o +o PROPOSED VERTICAL CURVE -0.54% - 1A a L _ INTERSECTION WITH - GRADE MOUNTAIN WILLOW WY I 0.2 .- -1.00% N w v v 1.41% 0.50% 1.28% 0.`78% OI55% 0.52% -0.55% - - 5005 5005 1.28%-m m w w -0.78% 0.50% 1.28% T�15 I I 0.50%_ - 0.75% _ D.78%-0,55% - STA = 18+57.74 STA = 19+30.52 - CONSULTING ENGINEERS 0.50% -0.50% -___ 0.50% - - STA = 17+52.22 ELEV = 5005.04 +� ELEV = 5004.46 ELEV = 5005.41 748 Whalers Way STA = 14+00.97 _ STA = 15+79.02- STA = 17+27.22 STA = 20+04.66 Suite 200 Fort Collins ELEV = 5002.67 ELEV = 5003.09 ELEV = 5004.26 ELEV = 5005.82 - Colorado 26.0 Phone: 970.226.0557 STA = 15+91.88 _ STA = 17+14.35 5000 STA = 12+75s2 - - - - - - - - - 5000 JOB N0. ELEV = 5002.45- STA = 14+25.97 ELEV = 15003.25 1230.0009.00 ELEV = 5002.47 - - -STA = 16+79.59 - EXISTING - - - - STA = 15+12.05 ELEV = 5003.92 GRADE STA = 20+20.42 ELEV = 5002.75 � - - - SCALE STA = 14+59.12 - - - - - - - STA = 16+64.57 - ELEV = 5005.86 H: 1"=50' V: 1"=5' ELEV = 5002.31 STA = 14+93.86 - _ _ ELEV = 5002.62 ELEV = 5003.71 STA = 20+49.99 - - - - STA = 14+61.08 STA = 14+76.10 - STA = 16+16.88 - - ELEV = 5005.70 DATE 4995 -ELEV = 5002.32 ELEV = 5002.53 - ELEV = 5003.45 - - 4995 OCTOBER 2024 50 0 50 100 SHEET 12+50 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 scale HOR : 1"=5 feet 154 of 224 VERT: 1"=5' 60' ROW (MIN.) N SEE SHEET 151 �20+56.10 �. PC PC PT PC 4.r 5005.62 I 20+61.96 I 21+59.44 21+63.37 T YP.)PKW 7 PKWY PC 1�5005.59 5002.759 PT O 36' ROADWAY (MIN.) �- PT 5003.29 5003.25 PT 22+89.12 I I--. 20+52.18 __ 20+65.89/�f f I ;.`PC 22+13.28 5 5' JJ I l 5002.77 5005.64 5005.50 21+69.30 5002.42 \ WALK 8' 8' WALK PT PC PT 5003.10 PT':; PC 1 (MIN.) PARKING 10' 10' PARKING (MIN.) -, 20+45.01 20+73.06 21+52.27 22+79.26 22+96.29 _ �. 5005.68 5005.32 5003.36� �22+00� - 5002.72 5002.81 PCT T TRAVEL TRAVEL PC PT PC PT ---26+00.26 LONGWOOD DR o 20+76.99r 2 -- -23+00.22' ,� . -� T; .;,--R7. - 1+48.34 ' 5005.70 ;� 5005.22 - 5003.40 is���� �� PC 5002.83 01 / U) � -20+00 21+00 :;1 22+35.28 \ 23+00 24+00 25+00. 26+00 _Y. / zp U ' 2 +oo 5002.42 23+00 4.00 L' I ill 23+00 _ 8.0o CONNECTOR LOCAL V w 21+00 22+00 PT 24+00 LONGWOOD DR 25+00 PC e26+00- 2'x�o ' "T$ w 52\ - 5.00 7� 22+88.17 26+09.17 ` / 20+00 5002.725007.01, � +00 21 � pC �l�-�x° PT 24+00 25+00 26+00 PT PC . . - '. "21+57.25. °: - , - .� �� :r _ 2>X° °° � '' '23+09 13 '' -~� 20+85.90_. 5003.40� 1 PC J 5002.83 PC `�<2��00 0 \ 28+63.20 PT 5005.70 4, 5005.22__ PTA PC 22+44.19 PC } �. 26+09.17 _ .. \ 2 5010.49 PT PC - '21+61.18 21+78.21 5002.42 23+05.20 I 1 5007.01 �' 8 5003.10 PT 5002.81 20+53.91 20+81.97-- x°o PCC �/ Q 5005.60 -� �5005.32 �_ 5003\36 22+22.19 PT 28+58.90 �r \ , PC PCB PT PC PT 5002.42 22+98.03 / 5010.40 �G� 20+61.09 20+74.80 21+68.35 21+72.28 5002.77 \ \ 28+00 28+69.47 o / < 03.29 5003.25 I 5010.62 5005.50 50 Q� f. 5005.64 1 I ?� PC ` ' \ 2�x° PT PT PT PC / I 22+94.10 ° 28+73.60; 20+65.01 20+70.87 I I 5002.75 1 PRC\2 5010.69 = 5010.71 5005.62 ) 5005.59 I I l 2 +34.90 m } I I ; PT. \ -28+78.76/ DRAWN 28+38.86 ;1� 5010.78 / BRB EP / 5010.47V,. 28+54.86 I / � CHECKED 28+45.57 �i / DAP 5010.62 ` PT I / ,28+49.71 DESIGNED 5010.71 / / BRB SEE SHEET 151 FILENAME 0009_STREET P&P 5015 5015 p0 L/c LONGWOOD DR - LFL COORESPONDS INTERSECTION WITH 2.15%_ WITH CL CREST FUTURE DRIVE EXISTINGGRADE KEY MAP 5010 VERTICAL CURVE - - - - - -1.31% - - - - - - - - - 5010 N . T. S. 0.25X - -- STA = 28+78.76 S/ONAL -0.54X- ELEV = 5010.78 -0.50% 9X -2.49X -2.37X- PROPOSED STA = 28+73.60 -1.03% STA = 23+00.22 5005 - GRADE ELEV = 5010.71 ELEV = 5002.83 1,399L� 5005 STA = 28+58.90 0.50X _ - - ELEV = 5007.01 ELEV = 5010.40 - Lm: -1.59� 0.70% 0.50X STA = 20+91.52 ELEV = 5004.88 - - - - STA = 22+79.26 STA = 20+76.99 - ELEV = 5002.72 5000 ELEV = 5005.22 STA = 22+37.21 5000 - - STA = 20+61.96 -ELEV = 5002.43 ELEV = 5005.59 - STA = 22+35.28 _ -ELEV = 5002.42 STA = 20+41.08 - i°_ .N -STA = 22+33.28 ELEV = 5005.70 o - ELEV = 5002.58 4995 o - 4995 -- t STA = 21+48.34- N '� -STA = 22+24.28 STA = 20+11.51 ELEV = 5003.40 a �77ELEV = 5002.77 ELEV = 5005.86 UPI _ _STA = 22+15.28 STA = 21+63.37 ELEV = 5003.25 �_ � -ELEV = 5002.58 � w STA = 22+13.28 STA = 21+69.30 ELEV = 5002.42 LEGEND ELEV = 5003.10 Z W 4990 - - 4990 PROPOSED CONCRETE `r ' O J 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+50 PROPOSED PAVERS LL HIGH POINT ELEV = 5006.35 co O HIGH POINT STA = 20+32.92 PVI STA = 20+62.16 > PVI ELEV = 5006.55 5015 A.D. _ -3.14% K = 28.65 5015 NOTES: 90.00' VC LONGWOOD DR - CL 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL W W Od 0o = = RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED �n - o - 2.52� TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CO Z CO +O _M - a 5010 -NU) +0 5010 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Q = Q Nw N.0 _ _ - �-� ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT J m m - - SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEERa. ww 1.39X AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT Q I -N -o SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK TRAFFIC ON ALL SUBDIVISION ROADS. W 5005 PROPOSED �- 5005 Z GRADE _ _ .I. � O LU `259� --2.00% - - -N MINIMUM ALLOWABLE PAVEMENT SECTION PER 2.00X - _ - - PRELIMINARY GEOTECHNICAL REPORT BY EEC: _ - - - - EXISTING ASPHALT PAVEMENT AGGREGATE BASE STA = 22+30.87 - GRADE N--w ELEV = 5002.64- THICKNESS(IN) THICKNESS(IN) co 5000 - STA = 22+21 87 - 5000 LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 ELEV = 5002.82 MINOR COLLECTOR 5.5 7.0 STA = 22+12.87 ELEV = 5002.64 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED 4995 - 4995 TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+50 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS 5015 - 5015 NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED - LONGWOOD DR - RFL - - TO A MINIMUM OF 95% PROCTOR DENSITY. COORESPONDS - - - -WITH CL CREST VERTICAL CURVE - 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 2.25% 1.39% 5010 - - INTERSECTION WITH _ -EXISTING 5010 -0.54% FUTURE DRIVE GRADE 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, -- - - - - - qg%- - - - ALL-WEATHER DRAINING SURFACE CAPABLE OF -2.37% _ - - STA = 28+34.90 - SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING -2.49X - _ - - ELEV = 5010.38 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 0.25X STA = 21+00.43 STA = 28+49.71 -- - ELEV = 5004.88 ELEV = 5010.71 - STA = 26+09.17 CO �5005 - -1.03% 1.3996 2.59X ELEV = 5007.01 LO o 5005 `2 S9X -0.50X -0.50X - - - , PROPOSED + L - 1 00 - - - GRADE a INC. 1.58X� -0_70X o•50X STA = 23+09.13 - II II TST, - - ELEV = 5002.83- CONSULTING ENGINEERS STA = 20+85.90 -STA = 22+88.17 rn w 748 Whalers Way 5000 ELEV = 5005.22 - - ELEV = 5002.72 - 5000 Suite 200 Fort Collins STA = 20+70.87 STA = 22+46.12 Colorado 80525 _ELEV = 5005.59 ELEV = 5002.43 Phone: 970.226.0557 1 - - STA = 22+44.19 JOB N0. STA = 20+49.99 N- a -" - ELEV = 5002.42- 11230.0009.00 °+I°I- oELEV 5005.70 -i.- o - o -o a + STA = 20+20.42 a � 42.1 9 SCALE+ , .4995 N 4995 H: 1"=50' V: 1"=5' . STA = 22+33.19 Q_ �_ II - II ELEV = 5002.78 DATE STA = 21+57.25 STA = 22+24.19 OCTOBER 2024 ELEV = 5003.40 - - w- -a ELEV = 5002.59 STA = 20+04.66 1- - -W ELEV = 5005.82 STA = 21+72.28 -STA = 22+22.19 ELEV = 5003.25 -ELEV = 5002.42 50 50 100 SHEET 4990 4990 scale HORIZ: 1"=50' feet 155 of224 VERT: 1"=5' 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+50 N SEE SHEET 160 SEE SHEET 177 80' ROW (MIN.) _ 10' PKWY 10' PKWY �: . u ? (TYP.) 38' ROADWAY (MIN.) -:� 5 6 6, 5, �:M1y•Y � � PI ,�ti 110+71.92 `iti j...-•? I PT WALK BIKE 8' 8' BIKE WALK 5001.52�. - PT 14+28.33 (MIN.) (MIN.) PARKING PARKING (MIN.) (MIN.) PT j PI.: PC- 11+11.84 : 5005.23 11' 11' ---1 5000.96 11+0792 5002.04 ;.• TRAVEL TRAVEL 10+00.00 5002.06 •t - � PC z 50 5001.68 PC �" 14+24.40 0 PC, - »PI PTJ 11+19.02 . �kl%Y! PT 5005.17 11+01.99_ - - _ _ 14+17.23_ 07 � ... M., 10+25 8 BP - ;,, 5000 93 : : 05001 31 �'" - Cf) 1 15001 94 500211 L�r 5005.0 5+00.00 __r - PC PT \ / PI / BP 11+00.06 11+22.94 �� -_ =• F MINOR COLLECTOR w 5004.77 8+00.00 10+00.00 '� ;' 5001.91 5002.09 14+13.30 o - 5005.00 KT� w 5001.93 5000.78 " - � _ T-•• � "'12+00 13+00 14+00 _10+00 -- 1 11+0o N TIMBERLINE RD 5+00 6+00 7+00 \ 8+00 _______9+00 -- 10+00 10+00 14+00 11+00 11+00 12+00 13+00 , N TIMBERLINE RD PHASE E SHOWN FOR J BP 10+00.00 s 12+00 -- PC + p " 13+00 REFERENCE ONLY 5000.78 PC P1 - - '13+ss.3o.. - = : \ _ - - - --:.. I 22 94- _ PC x - \ _11+00.06 0 . - 04.- b0 2 09 10+25.85 5001.91 PC 0PT9 4+50. - -- - - - - - -- -- - --- _ 5 2 .• ,,.. - - - - .- . _ 5000.93� - - - - - - - I - - - 14+03.23 5005.3 PT 11+19.02 fi - , Q PT 11+01.99 5002.11 I 5004.98 PT 10+27.78 ; 11 5001.94 PC 11+11.84 PT ,'' I \ PC 14+22. 1115000.96 I , \ 14+10.40 5005.1PI \ \ 11+07.92, 5002.06 , -PC m 110+55.92 5002.04� '� PT 14+20.e 5001.31 _ - 14+14.33 5005.17 \ PI 5005.14 ` DRAWN 10+71.92 1' l I I BRB t . kI 5001.52 CHECKED SEE SHM7 159 SEE SHEET 171 l DAP DESIGNED BRB 5010 5010 FILENAME N TIMBERLINE R D - LFL 0009_sTREET P&P STA = 12+92.20 -INTERSECTION WITH ELEV = 5004.34- PROPOSED �p,D0 L/c -TEALBROOK DRIVE 0.60% GRADE O�0•'ORE••• �P� 5005 0.78% 5005 0.60% -1.71% -1.05% • - 1.71%_ - -0.50%-- 1.58% 131%_ 1.34% 1.39% _ . - STA 11+22.94 0 58% 1.24% STA = 12+82.20 I v ♦ I • J• 5000 ELEV 5002.09 ELEV = 5004.28 5000 S/ONAL -ELEV = 5002.11-_. STA = 12+57.20 STA = 11+07.92 ELEV = 5004.08 ELEV = 5002.04 -STA = 11+01.99 4995 0- ^ ELEV = 5001.94 EXISTING -STA = 12+32.20 4995 c - = 5003.82 ST + GRADE ELEV1071.92+ ELEV = 5001.52 -STA = 10+55.92 --STA = 12+07.20 II- II 5001.31 -ELEV = 5003.49 -ELEV = Q N W STA = 10+25.85 1 STA = 11+82.20 4990 ELEV = 5000.93 ELEV = 5003.10 4990 9+00 10+00 11+00 12+00 13+00 13+50 5015 5015 LEGEND ,.. Z W N TIMBERLINE R D - C L PROPOSED CONCRETE O J � . PROPOSED PAVERS LL PVI STA = 11+70. rci,q co O 5010 PVI ELEV = 5004.55_55 �°0 5010 LOW POINT ELEV = 5001.08 M A.D. _ -1.16% +o LOW POINT STA = 9+10.00 Sri tO K = 94.73 PVI STA = 9+24.72 U0 O `� o n N PVI ELEV = 5000.35 ��o ±o 110.00' VC Lii NOTES: M d.� A.D. = 2.98% Ncv » 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL W W O� _ +o a+o 0 99.87?VC �'n �> WIW RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED 5005 0.60% 0°m ^ 5005 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CO �w a z -PROPOSED---- GRADE > - -127 - - WIW 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL - mm Q = J - I 171� � ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER > a. 5000 ^ o - - _ _ - - 5000 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT Q _ SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK c_ 4 rn o - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - ---- _ i En TRAFFIC ON ALL SUBDIVISION ROADS. W o ,o + LO BEGINNING OF PHASE D IMPROVEMENTS_ "' STA; 9+75.51 EXISTING MINIMUM ALLOWABLE PAVEMENT SECTION PER O W II II II GRADE PRELIMINARY GEOTECHNICAL REPORT BY EEC: II >4995 v w 4995 ASPHALT PAVEMENT AGGREGATE BASE THICKNESS(IN) THICKNESS(IN) co N w ~i LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 MINOR COLLECTOR 5.5 7.0 4990 4990 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED 4+50 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+50 TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED TO A MINIMUM OF 95% PROCTOR DENSITY. 5010 5010 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. - N TIMBERLINE R D - R FL = 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, INTERSECTION WITH ALL-WEATHER DRAINING SURFACE CAPABLE OF TEALBROOK DRIVE - SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING PROPOSED PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 5005 GRADE 1.05% 0.78% 0.60% 0.55%_ 5005 1.31% 0.60% 050% _1.58% - -_ 1-39% - 1.71% - - . - - _ STA = 12+92.20 STA = 10+00.00 ,,24%-1.34% 1.71% ELEV = 5004.34 ELEV = 5000.715 - 0.58X --STA = 11+22.94 - STA 12+82.20 - TST, INC. 5000 1 ELEV = 5002.09 - ELEV = 5004.28- 5000 CONSULTING ENGINEERS - - - - - - - - _ _ _ _ _ -- - _ Whalers ay EXISTING- - STA = 11+19.02 - Suite 200 Fort Collins GRADE -ELEV 5002.11 STA = 12+57.20 = Colorado 80525 ELEV = 5004.08 Phone: 970.226.0557 STA = 10+25.85 1 IF _ - B N0. ELEV = 5000.93 STA = 11+07.92 JO 1230.0009.00 4995 -I ELEV = 5002.04 -STA = 12+32.20 4995 STA = 10+55.92 -ELEV = 5003.82 ELEV = 5001.31-t--- SCALE STA = 11+01.99 H: 1"=50' V: 1"=5' STA = 10+71.92 ELEV = 5001.94 STA = 12+07 I .20 ELEV = 5001.52 ELEV = 5003.49 DATE � OCTOBER 2024 _ STA = 11+82.20 4990 -ELEV = 5003.10 - 4990 50 0 50 100 SHEET 9+00 10+00 11+00 12+00 13+00 13+50 156 of 224 scale HORIZ: 1"=50' feet VERT: 1"=5' 80' ROW (MIN.) N SEE SHEET 167 SEE SHEET 179 PT PC , 1 14+28.33 'I °. L_ l 18+17.16._ 18+23.09 _ PT l ] III I I J 10 PKWY 10 PKWY 5005.23 ' ...;. '.. •,�- yL - PC .•� •• PT 5007.42-= 5007.45 : 3. . ..t PC 20+24.00 20+29.85IPT I:' ;� I .'` Z. (TYP.) 38' ROADWAY (MIN.) , PC pTP �. - - 17+31.17 - -17+35.09q PC r- PT 20+20.07 5007.52 5007.44 20+33.78 5 6 6 5 5006.87 18+27.01 :.. -` WALK BIKE 8' 8' BIKE WALK if 14+24.40 15+11.74 \I 5006.81 18+15.23 5007.53 5007.33 L U PT 5005.17 5005.64 PT 5007.47 . . I r W:':.. (MIN.) (MIN.) PARKING PARKING (MIN.) (MIN.) PC d.. PC 5007.41 ; PT f � O 11 11 PC U.=.'" N TIMBERLINE RD 14+17.23_ ,�� I =� . _15+18.91 17+41.02 PI PC � - - - 17+24.00 20+12.90 20+40.95 � W TRAVEL TRAVEL - - 18+34.19 - - - - - - - Z. . ... ; 5005.06 YC 5005.59 _ 5006,90 17+71.09 ` 5007.57 V 1 - - - 50 _ 07. 06 70 ,. W H PC.. . .. :.. PC 5+07.81 ! .pT _ - �- PT 5007.19 50 51 'FI 5007.14 ,� Q - 5005.66 - I- ` PT � r 17+42.95 - '� W 15+22.84 m 14+13. a cn 19+36.04 �p 20+08.9 7� '18+38.11� i 'PI I'' i 20+44 88� O - I W:.: 5006.92 1Q 5005.00 13+84.50 5005.57 5006.64 :P 5007.53 -- 9�_ 5008.16 5007.59 L 'I 15007.03 ; ! W = Lv p c� +00 14+00 - 16+00 -- 1 l z w, cn 5005.72 - i7+oo PI 1s+0o 20+0o I COL 15+00 18+00 17+87.09 f ' MINOR LECTOR w -N TIMBERLINE RD PI PI Q I . . . . ' END OF ROADWAY KTa w 14+00 - 17+71.23 I -�17+07.50 5007.27 I 20+00 l 13+00 `/ - - 14+00. -- _ 15+00 - 16+oo 1 +o0 1s+oo - 1s+oo IMPROVEMENTS WITH PHASE D. 17+00Y 5007.19 -5007.57 j �i +oo -- � ,pT _ J I THE REST OF THE ROADWAY +oo�_ PO PT 1s+oo_t - PC. 17+43.os 18+00 �� E J� -t DESIGN AND IMPROVEMENTS 13+99.30 .. - - 17+20.20 - / / f PC i s+oo i / = ..• - - SHOWN FOR y . 5006.92 8+15.37 -. 1 PT 20+09.11" �. R REFERENCE ONLY. ;' _ _ .. .. .. 5006.64�:' . .. ., . 5004.92 PI PI ... 5005.57 ...., I 5007.41 : • -5007.53 ,. .. ,:. ....•::. 5007.59 PT 4+50.32 14+66.32 - --PC �- PT 17+41.16 - 20+45.02I 14+03.23 5005.37 5005.45 - - - - r 17+24.13 - - - -5006.90 - - 20+13.03 - - �• F 15+19.05- - - - i PT 8+34.32 •. - - PT 50 PC 3 5004.98 PT PC 5005.59 I I 5006.70 �'p� 15007.42 5007.51 5007.57 1 _ w PC 14+22.18 14+94.47 PT PC I .� 20+41.09, \ 14+10.40 5005.19 5005.59 \ 17+87.23 PC - PC �. o 31.30 - PT 5007.14 15+11.87 `17+ T --�- 5005.08 ' 5007.27 18+23.22 ;;' 20+20.21 PC v.:, �..... PC \\ PT 5005.64 5006.81 PT - 18+27.15 PT PT \�• PT - 1 5007.45 5007.47 ~� ` 5007.53 20+29.99 I .Y 14+20.26 14+96.39 PC - I 17+35.23 20+24.13 / +33.92. 14+14.33 5005.17 5005.60' 15+07.95 _ - ' ' _ l, 5007.44 20 _ - ,:.•'r 5006.87 5007.52 ;� 1 I I I I �, 5007.33 1�'.. _ _. • - ; .. . . .. - 5005.14 I r ui iu r _ 5005.66 - i `. e m SEE SHEET 166 SEE SHEET 167 SEE SHEET 176 DRAWN BRB 5015 5015 CHECKED N TIMBERLINE RD - LFL DAP COORESPONDS DESIGNED WITH CL CREST BRB VERTICAL CURVE_ FILENAME 5010 INTERSECTION WITH -1.32%- 5010 0009_STREET P&P HARWOOD LN -0.83%_ -0.50% 1.28% I 0.55% = 0.78X -1.32% PROPOSED 0.95% 0.55% 0.31%- -0.3696 1.51% - 0.50% �p,DO L/c s- 1.51%- _-0.62%- GRADE 0.55% o��••ARE••' �p� 5005 0.55% STA = 17+20.07 = STA_ 18+38.11 5005 O:• PQQ���G,��p� ELEV 5007.53 0.55% STA = 15+07.81 - ELEV = 5006.64 I - KEY MAP O��G GOBS STA = 14+13.30- STA = 17+35.09 STA = 18+50.97 - • ELEV = 5005.66 � � O• ELEV = 5005.00 ELEV = 5006.87- ELEV = 5007.69 �_-o- 0) 0_ � o^ N . T. S.. Q F� �: STA = 15+22.'84 ") 00- � ao- ao ,� �O� G� STA = 14+28.33 ELEV = 5005.57 STA = 17+41.02 STA = 18+75.97 o- M o- � oo 00 o SInk- ELEV = 5005.23 ELEV = 15006.90 ELEV = 5007.89- STA = 19+10, 10---0+iLO o 5000 STA = 17+71.09 ELEV = 501-. - - - -+ 5000 EXISTING ELEV 5007.19 _ - - - - - II+ °- II II_ II II N - - - - GRADE- STA =a (LuOfa II - - - - -- - - ELEV _jm w - - II > - - -- STA 20+2 00 _ w ELEV = 5007.52 - STA = 20+29.85 4995 ELEV = 5007.44 4995 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50 5020 5020 LOW POINT N TIMBERLINE RD - CL LOW POINT STA= 2 +79.83 PVI STA = 21+24.67 - PVI ELEV = 5003.46 A.D. = 3.30% K = 65.06 = LEGEND C0 5015 .-HIGH POINT ELEV = 5008.66 215.00' VC 5015 Z J LU w rn ,..« . .... .: : .. ,. :. n Lo -HIGH POINT STA = 18+59.09' ao PVI STA = 19+03.84 PROPOSED CONCRETE O c PVI ELEV = 5008.98 °0 r) �rj" U. �-'O A.D. _ -3.05% i. °r° PROPOSED PAVERS yW K = 45.90 rno �� �+ O v v 140.00 VC �'o +o 5010 m °>°0>° - - �� Nt 5010 PROPOSED' w w iii w GRADE 0.78%- -- 0.55% _ I » NOTES. 0.78% 1.28% ___ M STA = 17+97.43 mlm 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL W W Od 0.55% ELEV = 5008.39 - 2.50�. - RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED D STA = 16+70.85 STA = 17+47.43 _: - - TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CO 5005 - ELEV = 5007.28 STA = 17+72.43 - - 5005 CO Z ELEV = 5007.88 ELEV = 5008.20 _ _- Q - END OF IMPROVEMENTS 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Q = J STA; 19+43.00 - - - - ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER a. AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT Q 5000 - _ - - -- - 5000 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK r - - - - - - - TRAFFIC ON ALL SUBDIVISION ROADS. W MINIMUM ALLOWABLE PAVEMENT SECTION PER EXISTING PRELIMINARY GEOTECHNICAL REPORT BY EEC: GRADE ASPHALT PAVEMENT AGGREGATE BASE 4995 k - - - 4995 THICKNESS(IN) THICKNESS(IN) co 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50 LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 MINOR COLLECTOR 5.5 7.0 5015 5015 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED N TIMBERLINE RD - R FL TO THE CITY OF FORT COLLINS PRIOR TO PAVING. COORESPONDS WITH CL CREST 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS INTERSECTION WITH INTERSECTION WITH VERTICAL CURVE NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED 5010 NANNA LN HARWOOD LN -0,83% 5010 TO A MINIMUM OF 95% PROCTOR DENSITY. - - 1.28% _-1.32�6_ _ -0.50% _ PROPOSED 0.55% 0.78%. -0.62% GRADE 151% - 0.95% 0.50% - 0.55% 0.31% -o.3s% -1 32% 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 1.44% 0.55% - - 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, � 0.55% 0.55% - 5005 0.64% - 0.50% _ STA = 17+20.20 _ STA = 18+38.25 5005 ALL-WEATHER DRAINING SURFACE CAPABLE OF W 0.55% STA = 15+22.97 _ ELEV = 5006.64 ELEV = 5007.53 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING STA = 13+99.30 - ELEV = 5005.57 STA 17+35.23_- STA = 18+51.11 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. ELEV = 5004.92 STA = 15+07.95 ELEV = 5006.87 ELEV = 5007.69 e� ._-^_ M M O^ _ STA = 19�q .�f c'I STA = 14+14.33 ELEV = 5005.66 STA = 17+41.16 I - ELEV = 51 M ► '`) a •- r M n-C o STA = 14+96.39 STA = 18+76.11 _. �- + 'U -+ u i c- C N n ELEV = 5005.14 ELEV = 5005.60 ELEV = 15006.90 ELEV = 5007.89 _�- -rn -o+ uo+ S_ o 5000 STA = 14+20.26 _ \ STA = 17+71.23 II II: II II II_ . II a c� _o 5000 ELEV = 5005.17 ELEV = 5007.19 - - - - - - - - - >- > > II III II N - - _ - - - - - - - - - Fa -�- � > II n TST, INC. STA = 14+50.32 - --- rn -w N W -N w �Q > CONSULTING ENGINEERS ELEV = 5005.37 - N 6 �_Q_ EXISTING �- w- Suite 8200aFo t Colers llins GRADE STA = 20+29.99 Colorado 80525 4995 ELEV = 5007.44 4995 Phone: 970.226.0557 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 157 of 224 VERT: 1"=5' 63' (NOT ROW) 77' ROW (MIN.) N WALK 7' PKWY 6' PKWY 6' PKWY (MIN.) (MIN.) (TYP.) 51' (TYP.) 47' ROADWAY 6' 6' 6' WALK 8' BIKE WALK (MIN.) 19, 10' 10' PARKING (MIN.) (MIN.) ANGLED TRAVEL TRAVEL PARKING zo C/) g z � O cn CONNECTOR LOCAL 2 W/ ATTACHED GREEN KTs w FFM S OM TO,Iaeaoo 74' (NOT ROW) 66' ROW (MIN.) 5' 6.0' 6.0' PKWY WALK 7' PKWY PKWY (MIN.) (MIN.) (TYp.) 62' 6' �' 36' ROADWAY 6' 6' w WALK 8' 8' BIKE WALK o (MIN.) PARKING 10' 10, PARKING (MIN.) (MIN.) TRAVEL TRAVEL m DRAWN CONNECTOR LOCAL 1 W/ ATTACHED GREEN BRB KTA CHECKED FROM*be=TO 47+07A0 DAP DESIGNED BRB TEALBROOK DR FILENAME 0009_STREET P&P _ SEE SHEET 158PC PC_ RE 00 �/ PT PC 15+54.97 15+5 �P� C / -11+10.96 11+16.89 5000.67� 500 PT O�0�'Q 10+66.98 4999.36 4999.42 PC PT- V PQe� ICI 10+44.98 4998.96- 11+43.55 -BP _ - 4998.96 PT 4999.26 - 15+32.45 G S�� 5+00.00 _ - 11+20.82 5000.48 KEY MAP 4996.83 PC - 4999.39 PT PC Q�,\J O� 10+01.00 - 11+47.48 - 15+28.13 - F �' 4999.07 - 4999.24 - 5000.45- � O •....••'-G� _ w\ / BP I / I I 12+00 13+00 14+00 15+00 �-- \v S�ONAL E� 1 4999.06 - ,,X \ \ \ TEALBR 11 DR \ \ \ \ \ \ � BEGINNING OF PHASED W _ 10+00 tP oo ,- ,Trrr IMPROVEMENTS. W 5+00 6+00 7+00 8+00 �9+00 10+00�,` 10+00 1�xp0� 11+00 12+00 - 13+00 _� 14+00 4 12+001 - 13+00 --14+00 PC I- _j 15+00 14999.06 �- I -F--f -- --PT -- - -- -------- --- -- -15+34.78 - ----- - - - - - - - 11+31.92- - - - - 5000.61- PT / PC ( I PC 4999.37 15+38.70 10+01.00 / I PC 11+27.99 5000.68 - ' 4999.08 pT PT( 11+16 0 4999.43 15+45 8PC 8 10+44.98 I PT 11+20.82 5000.82 / 4999.58 11+10.96 4999.54 FUTURE ROADWAY SHOWN PT P 14999 5000.89 500( 4999.58 8 / \ SEE SHEET 158 LEGEND co Z PROPOSED CONCRETE r;:' J O PROPOSED PAVERS LL CIOO NOTES: no 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL in W Od RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CO CO a a Z 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL a = J ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER > a. HIGH POINT ELEV = 5001.47 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT a HIGH POINT STA = 13+69.17 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK PVI STA = 13+69.35 TRAFFIC ON ALL SUBDIVISION ROADS. PVI ELEV = 5001.59 W A.D. _ -1.10% 5010 K = 81.85 5010 MINIMUM ALLOWABLE PAVEMENT SECTION PER O W TEALBROOK DR - CL 90.00' VC _ PRELIMINARY GEOTECHNICAL REPORT BY EEC: 0 ASPHALT PAVEMENT AGGREGATE BASE (FUTURE) M M THICKNESS(IN) THICKNESS�IN) co +o +o LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 5005 INTERSEC110N WITH L LO 5005 MINOR COLLECTOR 5.5 7.0 FUTURE DRIVE U U U U -2.34?6 mm ww -2.92% _ PROPOSED 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED 2.00% 2.3496 GRADE - - - TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 0.55% 0) 5000 5000 - - - - _ -0.55% 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED - - - o.569G _ - - - - - - - -- STA = 9+91.00 EXISTING W TO A MINIMUM OF 95% PROCTOR DENSITY. ELEV = 4999.56 GRADE STA =I 10+00.00- in 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 4995 ELEV = 4999.74 o C4 W 4995 I o_ Ifn,� STA = 10+09.00 - �- 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ELEV = 4999.48 0 ALL-WEATHER DRAINING SURFACE CAPABLE OF STA = 10+13.00 II SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING o to ELEV = 4999.39 ° > PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 4990 o w + -� STA = 10+17.00 4990 N- L ELEV = 4999.48 II II > u~i w TST, INC. 4985 4985 CONSULTING ENGINEERS 748 Whalers Way 4+50 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+50 Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 158 of 224 VERT: 1"=5' 63' (NOT ROW) 77' ROW (MIN.) N 5' 6' PKWY 6(MIN� WALK 7' PKWY (MIN.) (TYP.) (�•) 51' 47' ROADWAY 6' 6' 6' WALK 8' BIKE WALK (MIN.) 19, 10' 10' PARKING (MIN.) (MIN.) ANGLED TRAVEL TRAVEL PARKING z 0 U) � CONNECTOR LOCAL 2 W/ ATTACHED GREEN o_ N ILT.a (n w FROM 10@012A0 TO 1 00 5; 0 Lij 74' (NOT ROW) 66' ROW (MIN.) 01� 5' 6.0' 6.0' PKWY WALK 7' PKWY PKWY (MIN.) (MIN.) (TYP.) 62' 6' TYP. 36' ROADWAY 6, 6' WALK 8' 8' BIKE WALK (MIN.) PARKING 10' 10' PARKING (MIN.) (MIN.) TRAVEL TRAVEL Q 0 CONNECTOR LOCAL 1 W/ ATTACHED GREEN TEALBROOK DR ILTB FROM 116. M TO 47•ATAO DRAWN BRB SEE SHEET 150 SEE SHEET �153 CHECKED DAP PC _ ---- - -- PT_----_ PT-- PT PC - PC PT PC - --- DESIGNED 17+77.16 21+55.07 -22+04.99- - 22+68.97 22+74.90- 15+54.97 15+58.89 15+64.82_. � 5001.40 B R B 5000.67 5000.70 5000.67 -.PT PT---PC 5000.62 -PT PC PT 5001.97 - 5001.49 5001.44 -16+08.81 _,---17+18.64 -17+41.37 17+81.08--19+19.31_ 19+62.16 PC PC- PT PT- -�_-- - ��_,- FILENAME _ 15+32.45 =Y_- _5000.32 - 5000.67 5000.48 5000.68 - 5001.70- - PC 5001.96 21+51.15 21+61.00 T 22+78.82 - 5001.95 5001.91 PC 5001.33 0009-STREET P&P 5000.48 r- - PC___" _ PC -PT - -PC PT_ -19+58.24 PC -- --- - PC 16+64.81��:- '17+14.72 - 17+45.30 - 17+92.50 19+12.14 = 5001.94 19+69.34 - PT _ 22+24.9 PC - - 15+28.13 - -� 5000.32_ _ 5000.70 5000.45 5000.86 -- 1• -_ - -PT -5001.99 - 1 - ,` y, _:t..:• __ - -- - -- 001. �.o _.49 --50082100 500 60 21+43 98 500 5000.45- �. _ o - PT.... . PT PC �19+23.24 PT 9PC 17+96.42.;; 19+08.21 1.76 - ,. - N- - -,--r --- - P�....,C -. . „ . :.' ;19+73.26 - ",:,.. ..,.: 21+40.05 ;" ,.: Ii :.. aPT ;:. 0 .14+00 ,15+00 \ \ 17+08.79 5000.92 5001.54 500 '^, 5002. 1 _ _�L �5001.89 N - : . 22+89.92 '..:; .,;. .` : .. •� ,�:.:. O • PI 5000.67 m o;• ORE gyp\, BEGINNING OF PHASE D { t I 23+00 24+00 2 V ' lie �� 5001.14 • �`\ =I_15+34.00 i _ 18+00 19+oo 20+00 21+0o - IMPROVEMENTS.- _ I , 5001.38 I -- /I - - - - 13+00 14+00 15+00 -- _ 1s+oo - 17+o lPQ ,9+0O - KEY MAP o o \\/ - TEALBROOK DR \� cc - -�� L 0 �18+00=y 19+00 20+00/ J i i/ PI 21+00 23+000/22+00 23+00 25+ N Q�'� 0�G �• 20+00_ _2,+00 120+60.00 \ N . T. S. - �, --14+00 PC � 15+00 -� `� �i 18+00' �' ' i � �'�': PC '•u � �� 5002.17 °PT ��_ w\�� •••••'• PT .. PC. . . . PT -PT 2 ,... ., +31.65 .. ., PI 18+90.44 .. 19+05.46.._ :,. 19+55.49 • . .. . . , 21+22 28.; '. -' =;-. 22+7215- 5000.61 PT - -- - 17 17+76.58 iy 5001.54 5001.76 5002.01 5001.92 5001.14 � 15+38.70 16 oo I 5000.67 5000.91 - - - - - - - " 5000.68 ., PC PC PT PC PC PT PT. � PC -PC 18+94.36 19+51.561; 21+26.20 22+68.22. j PC 16+55.71 17+27.72 5001.60 19+40.46 I 5001.99 5001.95 21+87.21 22+07.21 5001.21 15+45.88 I I 5002.00 -PT 5000.87 5000.74 5001.94 5002.00 d , I , I PC I u PT.. 5000.82 f. .'. PC PT �PT� PT PT �'�,.; PT pC PC 22+61.05; DWAY SHOWN PT PC PC 19+01.54 19+44.39 21+33.37 22+51.19 15+99.71 16+99.70 17+16.62 17+20.55 5001.70 j 5001.96 /j! \02.01/21+37.30 21+43.23 5001.44 22+5T12 5001.33 15+49.80 15+55.73 ` 5000.87 I I 5002.04 5002.01 5001.40 SCE ONLY 5000.87 5000.86 5000.95 {. r{ 5000.89 5000.86 SEE SHEET 150 SEE SHEET 153 SEE SHEET 171 HIGH POINT ELEV = 5002.53 HIGH POINT ELEV = 5000.76 HIGH POINT STA = 20+51.69 HIGH POINT STA = 14+48.57 PVI STA = 25002.72 PM STA = 14+48.75 PVI ELEV = .73% 2 PVI ELEV = 5000.89 A.D. _ -1. 1 5010 A.D. _ -1.10% K . 52.01 5010 K = 81.85 - 90.00 VC 90.00' VC TEALBROOK DR - LFL. -1{71% T M N -0.80% Ln m +o +o INTERSECTION WITH H CAR C N� N LO LONGWOOD DR LEGEND- .0-0 0)0 5005 oo - 0 0 -0.50% - 0.50% - p 5005Z W _.. -m m w w,. _--0.95% -0.50X PROPOSED CONCRETE T INTERSECTION WITH EXISTING 0.78X I O w 65 w MONTAVA AVE -STA = 17+45.30 PROPOSED 1,28g6 - -0.95X-_ -1.07X_ - _0 97% 1 O GRADE- mm ww ELEv = 5000.45 -GRADE 1.48X 1 - _ _ -- - - _ PROPOSED PAVERS 0.55X 1.57% - 0.50X.. - 0 -0.55X0.82%-0.55X -0,78X 0.789E-- -0.83X- 0.55X - - - - - STA = 21+15.05 STA = 22+04.99 5000 STA = 15+28.13 - - STA = 150 0.54 STA = 19+7 2.01 ELEV = 5002.16 ELEV = 5001.49 - 5000 ELEV = 5001.54 ELEV = 5002.01 ELEV = 5000.45 STA = 16+64.81 - _ I STA = 21+40.05 - - STA = 22+24.99 - STA = 19+23.24 STA = 19+86.12- ELEV = 5001.89 - ELEV = 5001.49 STA = 15+58.89 ELEV = 5000.32 - ELEV = 5001.76 ELEV = 5002.18 1 1 - NOTES: ELEV = 5000.70 STA = 17+08.79 -STA = 17+96.42 STA = 21+55.07 - STA = 22+42.67 - -STA = 22+74.90- 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL m W O� STA = 15+64.82- ELEV = 5000.67 -ELEV = 5000.92 ELEV = 5001.97 ELEV = 5001.57 - ELEV = 5001.40 ELEV = 5000.67 STA = 17+14.72 - I I RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED STA = 16+08.81 ELEV = 5000.70 -- STA = 17+77.16 STA = 21+61.00 STA = 22+68.97 STA = 22+89.92 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CO Z 4995 ELEV = 5000.32 ELEV = 5000.62 ELEV = 5001.91 ELEV = 5001.44 -ELEV = 5001.14 4995CO 5015 13+50 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 5015 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Q = Q HIGH POINT ELEV = 5003.02 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT J HIGH POINT STA = 19+15.57 -TEALBROOK DR - CL _ PVI STA = 19 19+1 LOW POINT ELEV = 5001.06 SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER > � a. PVI ELEV = 5003.21 LOW POINT STA = 22+12.76 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT Q A.D. = -1.73% PVI STA = 22+04.36 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK K = 52.01 PVI ELEV = 5000.92 TRAFFIC ON ALL SUBDIVISION ROADS. Z W 90.00' VC A.D. = 1.35% 5010 LU 5010 K = 66.55 0 90.00' VC MINIMUM ALLOWABLE PAVEMENT SECTION PER o� 000 PRELIMINARY GEOTECHNICAL REPORT BY EEC: 0000 o '? m m ASPHALT PAVEMENT AGGREGATE BASE �o m 00 M �' LO� THICKNESS(IN) THICKNESS(IN) w - vi i;i 2.43X +o +o 5005 - STA = 15+34.00 » 00 NL N� +� 5005 LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 ELEV = 5001.38 EXISTING 0°0° w w =2.43X11 3'42X bS w 6i W MINOR COLLECTOR 5.5 7.0 -2.43% _ GRADE ` - - - - -2.00X j j v v 2.43% 2.43 - 0.78X 1.2896- 0.78% 0.95x--1.42X m m w w -^--- ---0.55 - - - - % �2 - 0.55% - - . _ STA = 20+22.00 -0.80X 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED = X -1.01X 2.42 •42 -1.0196- - - - - STA = 18+75.00 5000 ' - J ' - - - ELEV = 5002.86 ELEV = 5002.24 TO THE CITY OF FORT COLLINS PRIOR TO PAVING. STA = 14+78.00- STA = 15+90.00 STA = 20+68.00 5000 STA = 18+00.00 STA = 20+46.00 ELEV = 5000.99 ELEV = 5000.99 ELEV = 5002.15 ELEV = 5001.90 -ELEV = 5002.01 - - - - - - _ STA = 15+02.00 STA = 15+66.00 PROPOSED STA = 18+50.00 STA = 201.90 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS ELEV = 5000.75 ELEV = 5000.75 GRADE STA = 18+25.00 ELEV = 5002.66 ELEV = +4 .00 STA = 20+60.00 NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED STA = 15+05.00 STA = 15+63.00 ELEv = 5002.34 STA = 20+52.0o ELEV = 5002.17 TO A MINIMUM OF 95% PROCTOR DENSITY. ELEV = 5o00:68- - ELEV = 5000.68 STA = 15+08.00 - STA = 15+60.00 ELEV = 5001.90 4995 ELEV = 5000.75 ELEV = 5000.75 4995 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 13+50 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 HIGH POINT ELEV = 5002.53 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, HIGH POINT ELEV = 5000.98 HIGH POINT STA = 20+33.92 ALL-WEATHER DRAINING SURFACE CAPABLE OF HIGH POINT STA = 14+44.02 PVI STA = 20+38.35 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING PVI STA = 14+44.20 PVI ELEV = 5002.72 PVI ELEV = 5001.11 A.D. = -1.73% PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. K = 52.01 5010 A.D. _ -1.10% 90.00' VC 5010 K = 81.85 90.00' VC TEALBROOK DR - LFL LO r�i. r)a, INTERSECTION WITH STA = 16+55.71 N �N LONGWOOD DR co 04 to o -ELEV = 5000.87 +o_ +o STA = 21+87.21 TST, INC. of 0 of ao I coi,roi ELEV = 5002.00 CONSULTING ENGINEERS rn o ao o_- STA = 16+56.66 +o o STA = 15+99.71 ELEV = 5000.86 (n w -0.45% ..- 5005 n o �r o-- ir3 w 5005 LO -m ELEV = 5000.87 -INTERSECTION WITH v v c�c� 0.77X -1.71X O 748 Whalers Way STA = 15+98.77 MONTAVA AVE EXISTING m m w w - m GRADE _ - -0.50X- Suite 200 Fort Collins ELEV = 5000.86 - _ -1.87X PROPOSED l- �_ -0.80% Colorado 80525 m m w w - 0.50X GRADE 1,48X 1.28X-. 0.78X -0.95X 0.39 -1.26X _-0.80X- Phone: 970.226.0557 -0.50X - - - - 0.50X _ - J - - \ 6.55% - - - - STA = 21+22.28 - JOB N0. -0.55X-1.90%. 0.39X - -0.40X - - - - - 1230.0009.00 _ _ STA = 18+90.44 ELEV = 5001.92 5000 STA = 15+34.78 STA = 17+31.65 ELEV = 5001.54 STA = 21+37.30 5000 SCALE „ „ , ELEV = 5000.61 0.50% -0.50X ELEV = 5000.67 ELEV = 5002.04 H: 1 =50 V: 1 =5 STA = 15+49.80 -0.39X- 0.42X STA = 17+16.62 STA = 19+01.46 STA = 21+43.23 +07. 0 ELEV = 5000.89 - -1 I ELEV = 5000.95 ELEV = 5001.76 - ELEV = 5002.01 ELEV = 5002.00 STA = 15+55.73- - COORESPONDS STA = 16+99.70 STA = 19+55.49 STA = 21+65.22 STA = 22+51.19 DATE ELEV = 5000.86 ELEV = 5002.01 ELEV = 5001.44 _ OCTOBER 2024 ELEV = 5000.86 WITH CL CREST ELEV = 5002.10 - 50 0 50 100 SHEET STA = 15+77.25 VERTICAL CURVE STA = 16+77JO - STA = 19+68.35 STA = 22+57.12 STA = 22+72.15 4995 ELEV = 5000.95 ELEV = 5000.95 ELEV = 5002.18 ELEV = 5001.40 ELEV = 5001.14 4995 scale HORIZ: 1"=50' feet ��� �f 224 13+50 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 VERT: 1"=5' 83' ROW (MIN.) 83' ROW (MIN.) N 7 WY 7' PKWY PKWY 6.5' PKWY (T1 P) (MIN.) (TYp•) (MIN.) 47' ROADWAY 11' 36' ROADWAY 5' 6' 6' 5' ATTATCHED 5' 6' 6' 5' WALK BIKE BIKE WALK GREEN WALK BIKE 8' 8' BIKE WALK (MIN.) (MIN.) 19 PARKING 10' 10' (MIN.) (MIN.) (MIN.) (MIN.) PARKING 10' 10' PARKING (MIN.) (MIN.) TRAVEL TRAVEL PARKING (MIN.) TRAVEL TRAVEL z 0 C/) a- CONNECTOR LOCAL 1 W/ BIKE LANES e CONNECTOR LOCAL W/ BIKE LANES W/ KTm C/-) Ld o MM ft4QW To as�a M w ILL9� ATTACHED GREEN 74' (NOT ROW) 66' ROW (MIN.) TEALBROOK DR FROM s.Wm To swaoo 5' 6.0' 6.0' PKWY WALK 7' PKWY PKWY (MIN.) (MIN.) (TYP.) 62' 6' �' 36' ROADWAY 6' 6' WALK 8' 8' BIKE WALK (MIN.) PARKING 10' 10' PARKING (MIN.) (MIN.) TRAVEL TRAVEL Q 0 CONNECTOR LOCAL 1 W/ ATTACHED GREEN RTAL FWM WoOM TO ff*WBD DRAWN SEE SHEET 156 B R B PC- PT PC - - PT pC \PC ///// l \ d 25+78.37 25+82.30 25+93.16 PT PC=28+49.57 2g+55.50 29+82.40�PT PC 25+97.09 28+45.65 i, 29+86.32 31+16.83 I CHECKED DAP w' 5001.64 5001.70 5001.76 5001.54 , 5001.48. 5001.38 5001.36 5002.34 PT 26+04.26 28+38.47 I PT PRC '' ESIGNED 5001.73 5 1.52 , 25+71.20 - 28+99.48 6 PC PT 31+48.24 PT -- 5001.53 29+93.49:31+09.45 !" D 5000.93 r 5002.54 31+52.00 BRB -- 5001.69 �� -- �_ 5001.48- - �. "5001.32 5002.23 PRC 5002.51 PC -- ---- PT -_ -- --- FILENAME - T _ - 29+00 PT PC 31+20 39 -`25+67.28 26+08.19� 28+34.55 T_ 5002.40 .. y .4 ;PC 29+97.4 ��31+05.52 .• _' Pc 0009 STREET P&P - 2 +21.48' � :�: 31+74 64 - 5001.47 _.5001.66 - 001.46 I" . �5001.30 5002.18 5002.32 24+00 25+00 T O/ 27+00 28+00 5000.93 30+00' 2g+00 31+00� `.PT �- PC 2s+oo : 31+78.59 Pp0 L/c TEALBROOK DR 29+65.47- - 28+96.45 '5002.29 .• 22+00 23+00 24+00 25+00 26+00 27+00 25+00 26+00 28+00 5001.29� `..., �O•• / I 30+00 5002.71 32 \ Pcy 24+00 ' - PT 00 .,. . . , ( , PC. , 27+0o PC . 9+00 PC PQQ l x r� ..� �-._-. � _ ;PT ,:..., .' .•, ••°. .n .;.: I �2 ��� 5003 30 0 .• • .. : : � ... . , 25+90.41�� �--� --:•28+16.77 -=1? 9:;�. 30+87.75 29+23.12 :.. 9+47 6 PT �� KEY MAP G r r 5001.47 _ _ r. 81. 5002.18• 5002.87 GOC� 5001.E 29+68 65-:�•. f-.`� 5001.6E 5001.4E y � ' 5001.23 -i1 PT PC PT-- PT ^I �'!. PC r PT ' PT + 32+90.16 •: 25+53.43 25+86.48 r 28+20.70 28+81.71 29+64.72 II 30+91.68 .5003.38 "O� •• '� 5001.53 5001.69 „I, 5001.9, PCC ''5002.4,6 0 5001.53 5001.33 5002.24 3 ;. Pc S/ONAL ECG PC PT PCII PT E PC PT PC 31+19.20 PC xoo 33+12.771 25+60.60 25+79.31 28+27.87 28+31.80 28+37.73 .:� 29+57.55 30+98.48 5002.55 31+30.28T� o, 5003.84 ' 5001.64 5001.73 5001.64 5001.71), 001.71 [5001.68 I. . 5002.35 ` �" o + PT \ PT PC 5001.51 5002.48 0 25+64.53 25+75.39 r PC PC PCC PT �' 5003 69 \ 5001.70 5001.7E 29+03.71 29+53.62 31+03.13 31+23.04 5003.91 ` 4 1 "��' 5001.94 5001.61 5002.42 / 5002.53 .i�\\ 7 Pi, P;�Fi di 5015 SEE SHEET 156 SEE SHEET 161 5015 1 1- HIGH POINT ELEV = 5002.07 - TEALBROOK DR - LFL - HIGH POINT STA = 27+05.08 PVI STA = 27+05.08 PVI ELEV = 5002.20 A.D. _ -1.10% 5010 K = 81.82 5010 90.00 VC I too I o rn Ln +0 +0 N0 NLO 5005 -N W En w INTERSECTION WITH - - 5005 CD -0.50% -m m w w =0.50%- N TIMBERLINE RD -0.54% _ LEGEND LU -0.80% PROPOSED --0.90% 0.55% -os2% _0.53%_ 0.6o%- PROPOSED CONCRETE O J -1.71% GRADE - 1.51% -0.65%- ---1.25% 1.49% 0.50%- -0.81% 0.6- _ 0.55%- --0.559E - � `•,. _ 0.60% -0.50%-0.50%- - - 0.55% STA = 26+08.19 - STA = 28+09.55 0.819E STA = 30+80.79- _ PROPOSED PAVERS �/� 5000 _ STA = 24+23.21 STA = 25+67.28- ELEV = 5001.66 ELEV = 5001.62 - ELEV_=_5002.03 - - - - 5000 - - -_ - - - - - - - _ELEV = 5000.68_ �V = 5001.47 I. - STA = 22+89.92 STA = 23+86.63 STA = 25+82.30- - - - - STA = 25+93.16 STA = 28+34.55 - - - - - - STA 31+05.52 ELEV = 5001.14- ELEV = 5000.49 ELEV = 5001.70 ELEV = 5001.76- - - - -ELEV = 5001.4E - ELEV = 5002.18 _ STA = 28+99.48 STA = 31+20.39 STA = 31+78.59 0 0 STA = 22+74.90 STA = 23+61.63 -STA = 28+49.57_ -ELEV = 5000.93 -STA = 29+65.47 ELEV = 5002.40 _ELEV = 5002.29 _ NOTES: ELEV = 5001.40 ELEV = 5000.62 EXISTING -ELEV = 5001.54 ELEV = 5001.29 STA = 22+68.97 STA = 23+33.21 GRADE STA = 28+55.50 - STA = 29+21.48- STA = 29+82.40 STA = 29+97.35 STA = 31+48.24 STA = 31+94.82 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL Od 4995 ELEV = 5001.44 - ELEV = 5000.79 ELEV = 5001.48 ELEV = 5000.93 ELEV = 5001.38 -ELEV = 5001.30 ELEV = 5002.54 ELEV = 5002.39 4995 RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED W 22+50 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CO Z 5015 HIGH OOINT 5015 TH GEOTECHNICAL Cl) a a HIGH POINT STA= 250+25.46 TEALBROOK DR - CL 2 ENGINEER TDURING CONOR SHALL OSOTRUUCTION. MRDINATE IINIMUM PAVEMENT a J PVI STA = 25+25.46 SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER > a. PVI ELEV = 5002.68 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT a A.D. _ -1.10% SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK K = 81.82 5010 90.00, VC 5010 TRAFFIC ON ALL SUBDIVISION ROADS. Z W tO W - MINIMUM ALLOWABLE PAVEMENT SECTION PER 0 00o +o - PRELIMINARY GEOTECHNICAL REPORT BY EEC: a U) N to ASPHALT PAVEMENT AGGREGATE BASE 0.55% THICKNESS(IN) THICKNESS(IN) 5005 0 0 0 0 2.34% c�c� c�c� 2.00% PROPOSED 5005 c/� -2.34% STA = 27+75.40 m m w w -2.00% -ELEV = 5001.75 GRADE 1.00% LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 -2.34% STA = 31+20.24 MINOR COLLECTOR 5.5 7.0 W -0.90% 0.60% ELEV = 5004.69 �j _0.55% -0.55% - 2.34% 0.87% 0.53% STA = 26+54.93 STA = 27+29.00 STA = 28+63.44 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED 5000 ELEV = 5001.97 - - ELEV = 5001.50 - - ELEV = 5002.51_ - - - -- - - - - _ - - - - - - - - - - 5000 STA = 26+73.00 STA = 27+25.00- - - - - STA = 29+60.37 TO THE CITY OF FORT COLLINS PRIOR TO PAVING. - - - - - - - - - - - - - - - __ _ _ _ ELEV = 5001181- - ELEV = 5001.41 - --- - - - - __STA = 27+21.00 EXISING ELEV = 5003.10- STA = 26+95.00 ELEV = 5001.50 GRADE 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS ELEV = 5001.50 STA = 27+12.00 NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED STA = 26+99.00 ELEV = 5001.68 TO A MINIMUM OF 95% PROCTOR DENSITY. 4995 - ELEV = 5001.41 - STA = 27+03.00 ELEV = 5001.50 4995 22+50 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 5015 HHIGH POINT ELEV IGH POINT STA = 26 8�3, - TEALBROOK DR - LFL 5015 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, -PVI STA = 26+87.31 ALL-WEATHER DRAINING SURFACE CAPABLE OF -PVI ELEV = 5002.20 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING A.D. _ -1.10% PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. K = 81.82 5010 90.00' Vc 5010 M'n M'D STA = 28+37.73 +0coo +o ELEV = 5001.68 INTERSECTION WITH CONSULTING ENGINEERS � a� c�� STA = 28+31.80 N TIMBERLINE RD 748 Whalers Way 5005 ELEV = 5001.71 0.78% 5005 Suite 2W Fort Collins j STA = 28+16.77 1.62% --0.60% 0i Colorado 80525 PROPOSED 0.55% -0.62% mlm wIw ELEV = 5001.46- -2.58% _0.60% Phone: 970.226.0557 -0.80% GRADE - 4 -1.09% 0.53% 1.51% -0.65% - _ JOB NO. -- - 0.55% - -0.55% _ 0.59% -0.59X_ 0.87% - 1230.0009.00 --0.809E - 0.55% -- - 0.60% -0.50% 0.50% - STA = 27+91.77 - STA = 30+63.02 5000 STA - 25+49.50 STA = 25+90.4, SCALE 5000 - STA = 24+05.44 ELEV = 5001.66 ELEV = 5001.62 ELEV = 5002.03 _ -- - -- - - - - - H: 1"=50' V: 1"=5' ELEV = 5001.47 1.65% _ELEV = 5000.68 r I °_ - - - - - - -STA = 30+87.75 STA = 31+03.13- STA = 22+72.15 - - - - - -STA = 25+64.53- - -STA = 25+75.39 . - - - - - STA = 28+81.71- -ELEV = 5002.18 ELEV = 5001.14 -_ STA = 23+68.83 -ELEV = 5001.70 ELEV = 5001.76 - ELEV = 5001.94 - ELEV = 5002.42- DATE OCTOBER 2024 -- ELEV = 5000.49 - STA = 22+57.12 - STA = 23+43.83 -- - STA = 29+03.71 -STA = 29+74.98 STA = 31+19.20 ELEV = 5001.94 _ELEV = 5001.2E ELEV = 5002.55 50 0 50 100 SHEET ELEV = 5001.40 ELEV = 5000.62-- ,- EXISTING - STA = 29+47.69 ._ STA = 29+53.62 STA = 22+51 .4 STA = 23+15.44 - - STA = 29+68.65 - STA = 31002.19 STA = 31+58.91 61 O �f 4995 ELEV = 5001.44 ELEV = 5000.79 GRADE. ELEV = 5001.68 -ELEV = 5001.61 ELEV = 5001.23 -ELEV = 5002.4E -ELEV = 5002.61 4995 scale HORIZ: 1"=50' feet VERT: 1"=5' 22+50 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 83' ROW (MIN.) 7' PKWY 7' PKWY N (TY, ) (MIN.) 47' ROADWAY 5' 6' 6' 5' WALK BIKE WALK (MIN.) (MIN.) 19, 10' 10' PARKING (MIN.) (MIN.) ANGLED TRAVEL TRAVEL PARKING FLINT HILL DR/ o TEALBROOK DR Cn � CONNECTOR LOCAL 1 W/ BIKE LANES o N DLTB (n w FFIOMI 31MY00 TO L m PT Ld PC / �C\ PC�� APT PC PT 39+94.09 40+64.88 PC PC 42+75 35+77.12 \` 37+57.40 37+98.11 39+90.16 _ 5008.25 - 5008.61 4008.65 42+71.93 5009 5005.40 -_� 5005.63 5006.87 5008.19 PI- PC 5008.65 _ 5009.06 PT 72' ROW (MIN.) PT- 35+81.05 PT PC PC PT 39+55.30-40+60.95- PT - PT PRC - 37+50.22 37+94.18 38+05.28 39+82.99 5008.50 5008.59 40+75.97 -42+64.76 7' PKWY 35+24.79 35+69.89 5005.42 5006.53 5006.91 5008.08 _ - 5008.67 - 5009.10 7 PKWY (MIN.) 5006.85 39+nn F t I I I F - I I I I (n 5005.14 5005.36 _PT PCB -PT PT - - . _ PC-.. _ - PI - - _ (TYP.) 33+02.28� p� - PG 36' ROADWAY PRC ,x 37+46 30 38+09.21. J39+79.06 40+77.83'. 5' PC -` .- r+ 42+60.83 5 6 6 ..35+66 RC 5005,78 _ __ ^' .S,_ 5006.47 37+61.32 S006.93 5008.02 39+71.301 5008.69 -+ `� A N 8' 8' WALK 35+21.06 -- 5006.69 _ 5009.12 WALK WALK BIKE w 5005.08%< 5005.34 36+00 37+00 t " o0 39+00 - 5008.` f;:: 41+00 42+00 (MIN.) (MIN.) PARKING PARKING (MIN.) (MIN.) Q PTA /. ' 33+00 /PT 35+00 ^��x 37+00 40+00 38+00 TRAVEL TRAVEL 34+98.27 3Sv F 35+02.33 34+00 37+00 36+00 FLINT HILL DR 5004 73 0 5005.36 40+00 3s+oo PC/,.,. 35+00 34+94.34 . PC -PT 3s+00 PC' PT - _41+00 iJl 37 PT 3 PC 5004.E O ;t 35+13.31 - -� =': -- == _ .36+93.59' %2' _ _ -L3 39+26.24 40+00. .�. +oo •; PC � PT '� PC ' 7.. 32+66.11 -.. 36+78.57 .;.,37+41.48 . . s;_ : ;ri : 9+04 33 -40+22.28. ""4 s T 41+93.13t. DRAWN �� 5005.50 /" 5005.42 �° `- 5006,47 - �5006.69 '5006.93 5007.98 ' '5008.25 - 5,:08i74 35008.85 5009.12- CONNECTOR LOCAL 2 W/ BIKE LANES PC 33+74.07/ PC PC _ PT PC-: PC PT PC PT PC PT KTA BRB Q` 34+60.35 35+09.39 36+82.49 37+26.45'. 37+37.55 1 7 -39+08.26 - .- 39+25.29 40+01.32 40+18.35 - - FROM 08'O"W TO�'�� 5004.0E � 41+97.06 CHECKED 5004.95 % 5005.40 5006.53 5006.85. 5006.91 5008.04 5008.24 5008.74 5008.83 PCC PC PT PC PT 1. PC PT 5009.10 DAP PT Q' PC DESIGNED 5004.0 01 '� ° PCC 34+98.00 36+89.66 37+30.38 39+15.43 39+19.36 40+07.25 40+11.18 PT 5004 03 ^� ; / 34+75.66 5005.34 5006.63 5008.15 42+04.23- 33+51.41 PC o, 5006.87 5008.21 5008.77 5008.79 i 5009.0E , no BRB 5004.20 11 33+07.15 PC 5005.19 r7GG SHEU 167 FILENAME PCB;. 5004.22 34+71.34 PT PT 5005.12 33+47.48 / 5005.0 28 5004.22 33+11.067 0009_STREET P&P 5004.20- pp PT 33+22.19 �P,00 L/c ••...... o r 5004.15 ��,�•'QRE gyp\, C\ 33+18.27 �• QQ�O\)�'�\0 SM SHEET 160 KEY MAP N . T. S. e�- F6 �\o •....•• 5010 5010 S/ONAL FLINT HILL DR - LFL 1.28% 0.78X -p.55% 1.47X- p•50% - PROPOSED - - GR_ 1.28X 0.78X 0.559 - STA = 38+47.06 5005 •52y6 0.50% ELEV = 5007.29 5005 O 0.55X STA = 36+17.78 m m _p•g1% 1.00% -0.61% _ ELEV = 5005.7E STA = 37+46.30 STA = 38+22.06 0.60X 2.00% I ELEV = 5008.47 ELEV = 5007.09 1.009E -STA = 33+78.01 STA = 35+24.79 STA = 35+92.78 ELEV = 5004.03 ELEV = 5005.14 ELEV = 5005.57 STA = 38+09.21 STA = 34+94.34 ELEV = 3500E 69 ELEV = 5006.93 STA = 33+47.48 ELEV = 5004.67 -STA = 35+81.05 5000 - - STA = 32+86.20 - ELEV = 5004.22- - - - - - - - _ _ _ _ - -ELEV = 5005.42 - 5000 ELEV = 5003.30 -STA = 33+16.69 - STA = 31+94.82 - ELEV = 5003.91- \ ELEV = 5002.39 EXISTING - - - - - - - - STA = 31+78.59 GRADE- ELEV 4995 ELEV = 5002.29 4995 31+50 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 39+50 LEGEND CD Z J PROPOSED CONCRETE r;:' O LL 5015 5015 PROPOSED PAVERS co0 FLINT HILL DR - CL > cc NOTES: to o 5010 1.28X 0.78X - 5010 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL W ad 0.55% RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED D PROPOSED 0.78X W GRADE- 1.28X 0.78X 0.55% - STA = 38+34.74 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CO CO Z 0.78X. STA 37+58.60- ELEV = 5009.53 Q = 1.28X 0.78X ELEV = 5008.80- STA = 38+09.74 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL 0.78X 0.55% --STA = 35+72.60 ELEV = 5009.33 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT J STA = 34+97.60- ELEV = 5007.78 STA = 37+83.60- - SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER a. STA = 33+49.09 ELEV - 5007.07 ELEV = 5009.00 5005 5005 m o.55� - ELEV = 5006.25 - -STA = 35+47.5 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT 9- STA = 32+74.09 STA = 35+22.60 ELEV = 5007.58 m ELEV = 5005.54 33+24.09 ELEV = 5007.2E SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK ELEV = 5006.05 TRAFFIC ON ALL SUBDIVISION ROADS. � W STA = 32+99.09- ELEV = 5005.73 t MINIMUM ALLOWABLE PAVEMENT SECTION PER O W 5000 _ - - - - - - - - - _ - - - - - 5000 PRELIMINARY GEOTECHNICAL REPORT BY EEC: - - - - - - - - - ASPHALT PAVEMENT AGGREGATE BASE _ THICKNESS(,IN, THICKNESS.IN) co EXISTING-- - LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 GRADE MINOR COLLECTOR 5.5 7.0 4995 4995 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4990 t 1 1 4990 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED 31+50 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 39+50 TO A MINIMUM OF 95% PROCTOR DENSITY. 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 5010 5010 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, 0.55X-0.86% ALL-WEATHER DRAINING SURFACE CAPABLE OF FLINT HILL DR - R FL SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING 1.28X- 0.78X 1.51X- 0.78X 1.28% 0.78% - 1.47% 0.55% PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. PROPOSED 0.71% - 0.50X- - _ 0.50% GRADE 1.53% - - 0.55% STA = 39+04.33 5005 -0.50% - STA = 37+79.33 ELEV = 5007.98 O 1.00X 0.74% STA = 36+78.57 ELEV = 5007.29 - N 5005 m 1.87X- 0.55% STA = 35+50.05-ELEV = 5006.47 STA = 39+19.36 m � ELEV = 5005.7E I STA = 37+54.33 ELEV = 5008.21_ � ELEV = 5007.09 -STA = 36+93.59 � INC. L.STA = 33+47.19 -STA = 35+25.05 ELEV = 5006.69 STA = 37+41.48 - STA = 39+25.29 TI W ELEV = 5004.33 ELEV = 5005.57 ELEV = 5008.24 - STA = 31+58.91 ay - _ STA = 34+60.35 - -STA = 35+13.31 ELEV = 5006.93 Whalers CONSULTING ENGINEERS -ELEV = 5002.61_ - - - - - _ -STA = 33+22.19 ELEV = 5004.95 - ELEV = 5005.42 5000 _ - - - - ELEV = 5004.15 - - - - 5000 Suite Colorado Fort Collins STA = 32+61.36 STA = 34+75.66 _ ELEV 5005.19 STA = 34+91.68- - - Phone: 970.226.0557 ELEV = 5003.63 -STA = 33+07.15 = ELEV = 5005.31 Colorado 80525 ELEV = 5004.22 � � ' � roe NO. STA = 32+76.37 STA = 34+79.25 - _ - - _ _ _ _ _ _ - - - - 1230.0009.00 _ ELEV = 5003.91 ELEV = 5005.21 - _ _ EXISTING SCALE H: 1"=50' V: 1"=5' 4995 - GRADE 4995 31+50 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 39+50 DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 161 of 224 VERT: 1"=5' 72' ROW (MIN.) N 7' PKWY 7' PKWY (TYP-) (MIN.) 36 ROADWAY FLINT HILL DR 5' 6' 6' 5' WALK WALK 8' 8' BIKE WALK (MIN.) (MIN.) PARKING 10' 10' PARKING (MIN.) (MIN.) TRAVEL TRAVEL z 0 C/) g z O CONNECTOR LOCAL 2 W/ BIKE LANES U) Lj KTs > fno�+assa000 TO 4o@oaoo w PT PC 1 � PC 42+75.86 42+81.71 42+71.93 5009.04 5009.01 PT 42+85.64 \ I 1 5009.06PT 5008.91 42+64.76 PC \ \ 5009.10 42+92.81 e - PC. 5008.74 _ o EP 42+6083 5009.12 42+96.74 L I \ \ EP - 5008.65- - - - - - - - - ` 46+53.17 42+00 1 \ 5009.58 m DRAWN 39+00 40+00 41+00 -� 42+00 43+00 _� 44+0 45+00 46+00 BRB 42+00 -FLINT HILL DR , /r�_�, END OF R ADWAY IMPROVEMENTS 1+00,- - PC `EP WITH PHASE D. THE REST OF THE � CHECKED _ 41+93.13- ./ 42+29.04��� �' : ROADWAY DESIGN AND IMPRCVEMENTS DAP _ 5009.12- 7" �5008.65 ' ,�,\. SHOWN FOR REFERENCE ONLY'.. DESIGNED 41+97.06 42+25.111 \ BRB 5009.10 5008.74 I 1 PC PT FILENAME 42+04.23 PT 42+17.94 ;► \ \ 0009_STREET P&P % 5009.06 PC 5008.91 l 42+08.16 :I 42+14.02 1 5009.04 !a 5009.01 \ d., P00 L/C t: 0�•0�•QRE ' �p�- 5015 5015 KEY MAP FLINT HILL DR - LFL N . T. S. COORESPONDS WITH CL CREST VERTICAL CURVE -o.82X _ -1.21X _0.50X 5010 -PROPOSED p.28� -0.269E --0.619E GRADE _. 1.51X 0.55X 1.28X 0.78X 0.555 -2.35X 5010 _ 0.50X 0.55X I I STA = 42+96.74 STA = 39+79.06 STA = 40+75.97 - ELEV = 5008.65 ELEV = 5008.02 _ ELEV = 5008.67 STA = 42+81.71 5005 STA = 140+89.97- - ELEV = 5009.01 5005 STA = 39+94.25 ELEV = 5008.85 STA = 42+05.48 _ELEV = 5008.25 ELEV = 5009.48 _ - - -STA = 42+75.86 1 STA = 41+14.97 - ELEV = 5009.04 W STA = 40+17.31 ELEV = 5009.04 STA = 42+27.60 _STA = 42+60.83 j ELEV = 5008.37 STA = 41+82.60 ELEV = 5009.42 ELEV = 5009.12 ELEV = 5009.41 - - - ASTA = 42+52.60 5000 - - - - - ELEV = 5009.22 5000 - EXISTING GRADE LEGEND 4995 4995 Z LU 39+00 40+00 41+00 42+00 43+00 44+00 PROPOSED CONCRETE `.:: r;:' O LL HIGH POINT ELEV = 5009.97 PROPOSED PAVERS c 0 HIGH POINT STA = 39+25.51 �+/ 5020 PVI STA = 39+47.37 5020 PVI ELEV = 5010.15 A.D.K = 4190X FLINT HILL DR - CL NOTES: 0 0 � 90.00, VC EXISTING m od GRADE 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL W _ _ __ - - - - - - RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED 5015 0 N' - - - 5015 TO A MINIMUM OF 95% MODIFIED PROCTOR CO Z +o - a a Mo rno 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL a = J » M� ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT 00 00 C SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEERa. ww AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT a 5010 I 5010 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK TRAFFIC ON ALL SUBDIVISION ROADS. W 0.55X LU1 � 1 "i MINIMUM ALLOWABLE PAVEMENT SECTION PER O 05 PROPOSED PRELIMINARY GEOTECHNICAL REPORT BY EEC: ASPHALT PAVEMENT AGGREGATE BASE 5005 GRADE 5005 THICKNESS(IN� THICKNESS�IN� LO - - - o LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 ++ o MINOR COLLECTOR 5.5 7.0 -END OF IMPROVEMENTS - n STA; 39+98.17 o n > 5000 + o N LU w 5000 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED TO THE CITY OF FORT COLLINS PRIOR TO PAVING. n= 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED 4995 4995 TO A MINIMUM OF 95% PROCTOR DENSITY. 5015 39+00 40+00 41+00 42+00 43+00 44+00 5015 45+00 46+00 47+00 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. COORESPONDS FLINT HILL DR - R FL 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, WITH CL CREST ALL-WEATHER DRAINING SURFACE CAPABLE OF VERTICAL CURVE SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING 1.51X 0.559E PROGRADE -0.26X_0 82X -1.21 0.50X PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 5010 0.55X 0.7sX 0.7sX o.2sX -0.61 X 5010 .50X 0.55X -2.35X 0.86X 0 STA = 40+47.28 - ELEV = 5009.04 _ - STA = 40+22.28 ELEV 5008.5 _ TST, INC. 5005 STA = 39+7 59 ELEV = 5008.85 5005 CONSULTING ENGINEERS = l STA = 41+14.90- - - - STA 39+68.23 748 Whalers Way ELEV = 5008.57 ELEV = 5009.41 so Suite 200 Fort Collins W I 0 Colorado 80525 i7pf -� 0 Phone: 970.226.0557 STA = 41+38.04 a -STA = 39+55.30 i o ELEV = 5009.48� ELEV = 5008.50 ,� - 04 JOB NO. 5000 STA = 39+25.29 -ELEV = 45009.42 - - n n 5000 1230.0009.00 ELEV = 5008.24 - - - > STA = 39+19.36 ELEV = 500904 STA = 41+84.90 STA = 42+08.16 -� ELEV = 5009.22 . !n SCALE _ ELEV = 15008.21 -EXISTING- w H: 1"=50' V: 1"=5' STA = 39+04.33 GRADE STA = 41+93.13 STA = 42+14.02 DATE OCTOBER 2024 ELEV = 5007.98 ELEV = 5009.12 ELEV = 5009.01 4995 - 4995 50 0 50 100 SHEET scale HORIZ: 1"=50' feet 39+00 40+00 41+00 42+00 43+00 44+00 VERT: 1"=5' Of 224 60' ROW (MIN.) N 7' PKWY 7' PKWY (TYP.) (MIN.) ►� 36' ROADWAY 5' 5' WALK 8' 8' WALK SEE SHEET 154 SEE SHEET 169 SEE SHEET SEE SHEET 152 (MIN.) PARKING 10, 10' PARKING (MIN.) \ I I PC PT I I_ I �':¢ t PC . . I �► TRAVEL TRAVEL 10+53.84 s -- 14+81.59 1 L f ,. i 14+77.66 PC i 10+49.91 5002.82 I 5001.84 I, o 5001.85 I PC 16+37.41 U) PC .. ..: �- - *:1: _� PT 14+87.52 PT.�. 5001.78 = z rr 10+0O.00' 10+43.98~ PT- -PC 14+70.41 5001.81 16+31.48 CONNECTOR LOCAL 10+61.01 I I PT 5002.98w:... 5002.98 �::'` 12+13.72 PC 13+14.78 PT c f f 5002.65 12+20.89-13+07.61, 5000.90 15+31.50 5001.81 KTA ; wo • u 0 PT 5001.23 5000.86 5001.89 ` - PC 5001.18 I PT --- PC 5001.81 Ld BP ;10+0o I X :• ..: . . . . . 10+64.94 . . 12+09.79 ? .=J " _10+00.00. -,`. -. : .i., 5002.56 "' PT - PC, 13+18.70::> .. 14+66.56 PC 1 t ' 5003.09` -- 5001.26- 12+24.82 13+03.68 5000.92 �'� ' 5001.91_. 15+87.50 � �O 11+00 12+00 5001.15 5000.84 14-1 5001.81 16_+00 L MOUNTAIN WILLOW WY 00 11+ / 12+00 _113+oo '� 14+00 I 1 +00 16+00� r �I - 11+00 L 12+00 PT PC: - POT 1 ". s 12+24 82 13+03.68;' PT 14+00 °`X ',. �� . • ' PT +64.94 12+09.79`- 5001.15 5000.84 13+18.70 : 14+66.56 16+ MOUNTAIN WI Y 5002.49 5001.26PC PT 5000.92 -- �I 5001.65 ' WILLOW W • PT � 12+20.89-13+07.61 PC , . � PT 0 10+61.01 °' 12+13.72 5001.18 5000.86' 13+14.78 ' ' 14+70.49 _ - � l 1 ° .I' � PT 1! 5002.55 h - 5001.23-_ 1 --_.5000.90 - 5001.63 _ - 15+31.50 5 BP PT : ' rI y f. PC ,5001.28 m �.:10+00.00 I - 10+53.84 f I + ., 14+77.66 PC PC - _ 5001.59 PT _ 14+87.52I t. _ 5002.56 5002.66 I ® .f 1 5001.28 P6+31.48 DRAWN BRB 14+8159 5001.54 PC + 1 ;j �_ 5001.57 10+49.91 II {' 5001.60 PT 5002.72 h r�rn - CHECKED i DAP I 5002.78 j DESIGNED SEE SHEET 154 SEE SHEET 170 SEE SHEET 169 SHEET 151 BRB FILENAME 0009-STREET P&P HIGH POINT ELEV = 5002.04 HIGH POINT STA = 14+30.54 SHEET PVI STA = 14+06.74 PVI ELEV = 5002.21 FLOWS TO �PDO L/c 5010 A.D. _ -2.9 CROSSPAN 5010 0:� ORE K = 42.3s FLOWLINE v 0�•• QUO G��O SHEET FLOWS MOUNTAIN WILLOW WY - LFL_ -_ so.00 Vc Q IF . P TO CROSSPAN r INTERSEC,nON rMTH KEY MAP FLOWLINE n� - ra? MONTAVA AVE F,� - :: +0 0.41% O FO �• �o N . T. S. e� .• •. or +o -m 5005 0,40% -1.00% �� -0.50% 5005 ••••••• G PROPOSED �'+I 6ii v -0.40%- S/ONAL E� -0.50% ---1 00% GRADE m m I'i w 0.50% 1.51% I- . 0.3 -.. -0.99* -1.28% _-0.75% 1.62% -0.50% m -0.50% 1.11% STA = 11+17.87 0.50%- STA = 14+87.52- 5000 ELEV = 5002.21 - STA = 13+51.3 ELEV 5001.81 5000 LEGEND STA = 10+72.87 STA = 12+09.79 ELEV = 5001.33 ELEV = 5002.48 ELEV = 5001.26 STA = 13+43.70 STA = 15+0 .89 m m -ao - _ - - I ELEV = 5001.20 ELEV = 5001.89 to 0 0 ao STA = 10+64.94 - -STA = 15+30.55-- PROPOSED CONCRETE rn STA = 11+96.94 °' cV °'• M=°'- cV ELEV = 5002.56 STA = 13+18.70 - -ELEV = 5001.81 o o._ ELEV = 5001.43 PROPOSED PAVERS 0 o ELEV = 5000.92 0 0 a 0- --o STA = 10+49.91 , STA = 15+31.50 ' =_a�D._ + + m + m `STA = 12+82.28 ELEV = 5001.81 _ - 06__o- 4995 0 0 - -o- ELEV = 5002.92 0 4995 II II- II -ELEV = 5000.74- - - - - - - - - - STA = 15+33.50 + ,� II > II > II > STA = 12+74.82 ELEV = 5001.98 - ¢ w ¢ w ¢ w EXISTING -1 _t-_ _j ELEV = 5000.77 STA = 15+59.50 V) w 0 w v, w GRADE ELEV = 5002.56 ¢ > NOTES: STA = 15+85.50 � � ELEV = 5001.98 Cn--w 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL STA = 15+87.50 RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED 4990 ELE9+50 10+00 11+00 12+00 13+00 14+00 15+00 v = 5001.81 16+00 4990 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. CD 5015 5015 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J M OU N TAI N WI LLOW WY - CL SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT � U. SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK O HIGH POINT ELEV = 5002.98 TRAFFIC ON ALL SUBDIVISION ROADS. 5010 HIGH POINT STA = 10+51.16 HIGH POINT ELEV = 5002.49- 5010 PVI STA = 10+64.00 i IGH POINT STA = 14+04.39 MINIMUM ALLOWABLE PAVEMENT SECTION PER 0 0 o Q, PVI ELEV = 5003.14 -o LOW POINT ELEV = 5001.27 PVI STA = 13+99.07 of°p A.D. _ -1.54% -LOW POINT STA = 12+70.53 n PVI ELEV = 5002.81 r, PRELIMINARY GEOTECHNICAL REPORT BY EEC: N K = 58.47 o N r- PVI STA = 12+88.07 o a 0 00- A.D. = -2.90% N M +o 0 _ ASPHALT PAVEMENT AGGREGATE BASE W W od 0 0 90.00' VC ±o °° PV A.D. 2.40%.01 0o +o = '1• +o THICKNESS(IN) THICKNESS(N) D - LID r� ..I_o M o 90.00 VC �o vi iw _ +o K = 41.61 0 U) Ln CO 5005 2•43% » �� 100.00' Vc �' ui W �;�;; 5005 LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 Q Z -2.86% 0.55% I �u >> m m w w 0.009E � MINOR COLLECTOR 5.5 7.0 -0.78% >> w w I 2.00% Q J I --I -1.28% -0.78% -2.00% a. 1.289E 1.62% 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED STA = 14+64.07 E TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 5000 -PROPOSED ELEV = 5001.98 5000 STA = 125001.5 GRADE STA = 14+94.00 Z W BEGINNING OF PHASE D IMPROVEMENTS ELEV = 5001.59 ELEV = 5001.74 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS _ STA; 10+30.00 _ EXISTING NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED O W -0 0 STA = 15+00.00 c �- - - - - - - - i -GRADE ELEV = 5001.74 TO A MINIMUM OF 95% PROCTOR DENSITY. + _ - - - _ - = STA = 15+26.00 00 o STA = 10+14.00 -ELEV = 5002.26 o- _ - 4995 - R ELEV = 5002.86 STA = 11+88.07 _ - - _ _- - _ _ - �- - - m 0 4995 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. ELEV = 5001.91 STA = 15+52.00 � Ln IIco ELEV = 5001.74 _ ¢ STA = 105002.7 II II 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, v - ELEV = 5oo2.7s ¢ ALL-WEATHER DRAINING SURFACE CAPABLE OF STA = 10+08.00 -w SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING ELEV = 5002.86 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 4990 4990 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 HIGH POINT ELEV = 5002.00 HIGH POINT STA = 14+19.02 PVI STA = 14+13.70 PVI ELEV = 5002.32 A.D. = -2.90% K = 31.00 5010 90.00' VC 5010 MOUNTAIN WILLOW WY - RFL 0 INTERSEnOI N WITH o It o MONTAVA AVE 5005 �to �' 5005 -1.50% w N w 1.00X-7\ -1.00% PROPOSED m m W W 0.50%-0.50% GRADE -0 50% -0.54% I -1.28% -1.00% -0.99% -0.50% 1.11% 1.51X 1.62% m -1.28$ - - TST, INC. STA = 11+17.87 --0.75% - 0.50% CONSULTING ENGINEERS 5000 ELEV = 5002.21 STA = 14+66.56 500D 748 Whalers Way ELEV = 5001.65 Suite 200 Fort Collins STA = 10+64.94 - - Colorado 80525 ELEV = 5002.49- STA = 11+96.94 _ STA = 14+87.52 Phone: 970.226.0557 ELEV = 5001.43 ELEV = 5001.54 m- _ -.STA = 10+49.91 I - - 1 roe No. ELEV = 5002.72 STA = 12+09.79 STA = 15+30.55 1230.0009.00 00 a- ELEV = 5001,26 ELEV = 5001.29 + STA = 10+43.98 I - STA = 12+82.28 , 4995 o ELEV = 5002.78 STA = 12+74.82 ELEV = 5000.74- - - _ - _ _ - STA = 15+31.50 4995 H: 1 =50 V: 1 =5 ELEV = 5000.77 ELEV = 5001.28 II II STA = 13+18.70 -- STA = 13+43.70 _ _ STA = 10+00.95 -ELEV = 5001.20 STA = 15+85.50 DATE ¢ -> ELEV = 5002.56 ELEV = 5000.92 I =STA = 15+33.50 ELEV = 5001.45 N -W STA = 13+52.70 EXISTING _ELEV = 5001.45 STA 15+87.50 OCTOBER 2024 ELEV = 5001.33 GRADE STA = 15+59.50 _ELEV 5001.28 50 0 50 100 SHEET ELEV = 5001.97 STA = 15+88.45 4990 I I ELEV = 5001.29 - 4990 scale HORIZ: 1"=50' feet VERT: 1"=5' 1■6 of 224 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 60' ROW (MIN.) 7' PKWY 7' PKWY N (TYP.) (MIN.) 36' ROADWAY 5' S' WALK 8' 8' WALK (MIN.) PARKING 10' 10' PARKING (MIN.) SEE SHUT 151 _ SEE SHEET 188 SEESHE. 149 TRAVEL TRAVEL EE z 5001 PC P PCB / / " PC 16+37.41 16+41.34 .� �\ 21+52.03 cn CL r . 14+87.52 PT 5001.78 = 5001.73 I:or� Y , 5000.09 PRC ,' O y 5001.81 PT 16+31.48 r PC -- 'k.. \ PT 21+55.88 5001.81 16+48.51 � .... . 5009.07 CONNECTOR LOCAL w 21+44.97 , , o 15+31.50 5001.63 5000.13 �- PRC / ✓ �T'� w 5001.81 PT PC .. PC - - -r... --7--7-�,-,. . --..--- .20+74 36. PCC /E /:�.,. _. 16+52.44 •�°' \ !r ., ••� �r 5000N58/ 15+87.50 ' 'I: 5001.59 .. „..� •`:.� ���: : '����': � 5000.62 ':�5000.15 21+96�.88 5001.81 - / 4999. 7 17+00 18+00 19+00 20+00 PC\ 21+0 »✓,.. o p� 5 16+00 0+ 2.0 •MOUNTAIN WILLOW WY 2 2 0 1 +00 16+00� `17+00 18+00 19+00 20+00 ��� / % EPs` ' 1S 1 \ \ 17+00`' o �;- - - 1+0 f�21 op 50 0271 �- _ T - PT 18+00 1 s+00 20+00. PC o ,. • 16+52.44 �:�• 20+74.36 PRC . Q 5001.58 5000.62 21+09.41 PC 5000.27 16+48.51 - PT 15+31.50 :;C�` -- 5001.59 �"� _ � 1 J 21+13.18 . PT _� 5000.25 % Ep MOUNTAIN WILLOW WY m I' = f PC PC 16+41.34 � PC / 21+83/89 / T _ ..14+87.52I �`r _ 5001.63 �' Z21+20.49 / DRAWN 15+87.50 =PT I' '.. :.."I. / - 4999.83 / 9_- '5001.54 - BRB 5001.28 PC 5000.21 / PCC 5001.60 16+37.41 ::,;;:' PCB 21+3 61 / / CHECKED y 5001.65 = '�,;.'�• 21+24.49 e/ 5000/13 � :r -' L� - �; J_ i �-- �� 5�0.19 / DESIGNED y /�' // DAP D SEE SHEET 151 SEE SHEET 168 SEE SHEET 148 BRB 5015 5015 FILENAME 0009_STREET P&P --HIGH POINT STA=17o+6210 MOUNTAIN WILLOW WY - LFL PVI STA = 17+54.29 _ PVI ELEV = 5002.38 IN A.D. -1.33% MONTAVA AVE TM - K = 67.70 = O�0•PARE L/c�P� _ •.••••.• 5010 - 90.00' VC 5010 :• PQQ�O��G�\0� _SHEET • G S� . oss 0, N� - KEY MAP o FLOWLINE , +o + O� .•G� oN �N N . T. S. F �. •....•• -0.50% - L $ ONAU 5005 - v L11 v v PROPOSED 5005 .- 0.50% m m w w -GRADE -1.27% 0.41%.-0.39% _ 0.78% -0.55% LEGEND 5000 STA = 16+52.44 - -0.50% 5000 ELEV = 5001.59 STA STA = 16+37.41 ELEV = 25000.0+74 62 PROPOSED CONCRETE ' ELEV = 5001.78 I -STA = 16+31.48 EXISTING STA = 21+01.41 Lq PROPOSED PAVERS N ELEV = 5001.81 -GRADE ELEV = 5000.42 _ o -STA = 16+09.49 - STA = 21+12.610 - �- 4995 + - - ELEV = 5001.89_ - - - - _ - - - - ELEV = 5000.29- STA = 21+96.88 4995 II II ESTA LEV =15+88.41 - - - - - - ELEV = 4999.87 STA = 15+87.50 5001. NOTES: 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL STA = 15+85.50 RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED 4990 ELEV = 5001.98 1 t4990 - _ - TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 15+50 16+00 17+00 18+00 19+00 20+00 21+00 22+00 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z LU ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J 5015 5015 SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT LL MOUNTAIN WILLOW WY - CL SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK co O TRAFFIC ON ALL SUBDIVISION ROADS. HIGH POINT ELEV = 5002.72 MINIMUM ALLOWABLE PAVEMENT SECTION PER o 0 5010 HIGH POINT STA = 17+09.74 5010 PVI STA = 17+01.93 PRELIMINARY GEOTECHNICAL REPORT BY EEC: i n �c a- PVI ELEV = 5002.87 �N ASPHALT PAVEMENT AGGREGATE BASE W UJ w �n - A.D. _ -1.33% N THICKNESS(IN THICKNESS(IN D (00(0N K . 67.70 VC LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 COQ Z 5005 cNi v v v 5005 MINOR COLLECTOR 5.5 7.0 Q -0.00% m m w w PROPOSED- 1 GRADEa. -2.2s% 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED Q -0.55% -0.78% -1.05%- 2.32% TO THE CITY OF FORT COLLINS PRIOR TO PAVING. -1.28% 1.80% Z LU 5000 - - 5000 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS STA = 15+58.00 STA = 20+22.38 O LU= 5001.74 ELEV = 5001.11 - -- NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED - - TO A MINIMUM OF 95% PROCTOR DENSITY. STA 15+52.00 EXISTING -ELEV = 5001.74 - GRADE STA = 20+4 0.91 - ELEV = 50091 _ 20+95.94 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. co STA = 4995 - - - - - - - - - -ELEV = 5000.29 - N 4995 STA = 21+13.70 0 0 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ELEV = 5000.10 + o ALL-WEATHER DRAINING SURFACE CAPABLE OF STA = 21+17.73 -N-- SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING ELEV = 5000.01 II II PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. STA = 21+21.74--Q_ 4990 ELEV = 5000.10 4990 15+50 16+00 17+00 18+00 19+00 20+00 21+00 22+00 HIGH POINT ELEV = 5002.23 HIGH POINT STA = 17+62.10 PVI STA = 17+54.30 PVI ELEV = 5002.38 A.D. _ -1.33% 5010 K = 67.70 5010 90.0o VC MOUNTAIN WILLOW WY - RFL M - 0)0 pj� O+ +0 L LO 5005 Cn w 5005 --8.33% 0.78% m m w w 2.00% -0.50% 1 PROPOSED 1.00% 0.82% _0.78% GRADE -0.50% TST, INC. 0.73% - -0.55% - -0.83% -0.62% CONSULTING ENGINEERS 5000 - - STA = 16+77.44 - - -0.61% 5000 748 Whalers Wa ELEV = 5001.78 STA = 20+74.36 y -STA = 16+52.44 ELEV = Suite 200 Fort Collins 5000.62 ELEV = 5001.58 - Colorado 80525 W - - STA = 20+98.08J Phone: 970.226.0557 STA = 16+37.41 EXISTING ELEV = 5000.42 JOB No. 1230.0009.00 rn - ELEV = 5001.65 GRADE - T -A = 21+09.41" o_ _ - - _ STA = 16+31.48 _ - _ _ _ - - - - - - - - 'ELEV = 5000.27 4995 + ,� ELEV = 5001.60_ - - - -- - - -- - - - - - 4995 SCALE H: 1"=50' V: 1"=5' - STA = 15+88.45 STA = 21+24.49- II ELEV = 5001.29 ELEV = 5000.19 STA = 15+87.50 - DATE OCTOBER 2024 ELEV = 5001.28 STA = 5000.13 000. 3 STA = 15+85.50 ELEV = 5000.13 STA = 21+83.89 50 � 50 100 SHEET r_ iiiii 4990 - I ELEV = 5001145 ELEV = 4999.83 4990 15+50 16+00 17+00 18+00 19+00 20+00 21+00 22+00 scale HOR 1"=5 feet VERT:: 1"=5' 164 Of 224 51' ROW (MIN.) FUTURE ROADWAY 6.5' PKWY 6.5' PKWY INFRASTRUCTURE SHOWNFOR (NID.) (MIN.) SEE SHEET 167 SEE SHEET 176 REFERENCE ONLY PT 28' ROADWAY V VA b' A'r� PC -717+15.013 EP- 5 PC PT ­� I, _' 1 8' WALK PC PT 004.17 PC 118+13.64 WALK 1 +41.35 14+45. 16+94.14 22.20�1 5002.00 (MIN.) PARKING (MIN.) 5005.48 =::11Z >13+65. 8-- 27 +57. 7 3 72 5001. 5005.46 10' 5004.9. N - .1 :i. 5004.57 ­'5003.94 10' -PT PRC - 'pf --AS- oc TRAVEL TRAVEL 14+52.44 PC PT EP 13+50.75 5005.00 5005.52 11'6+90.P2� 17+26.12 5004.84 5005.43 PC 16+3020 / "< 0 PC"-- 5003.81 PT' ' PT �_,15+92.94 5 0 0 6 0 4 A-7 -A- MOUNTAIN WILLOW WY/ U) ,.:`/ PC PCC 3+6J.90- 14 12+5259 5006.36 z ry- MIDDLE FARM WY 0 13+46.59 5005.54 15-tvo.20 PT 5004.14 5004.77 16+71.73 Cf) 12+4579 V/ '-�-__15+00 16+00 --Z�_5000.15 RESIDENTIAL LOCAL U) L�j v PG 5003.81 PCC 15+54.20--­�.-w Ld 5004.10 12+56.80 .,PC RTA 14+U0 �A 15�00 _r 1 1. PRC 5004.16 4:999.82 /12+41.92 5004.30 5004.09 14+00.-. /A 5+00." PT_ U T C 15+81.84 L 4 15+37.12 5006.02 17+05.2 PRC 12+32.01 RAISED CROSSWALK 14+05.40 5004.45 P C PC ' 5006.38 5005.28 12+28.16 5004.04 SEE SHEET 224 5003.99L' 5095.21 PT RAISED CROSSWALK 11 t-14+01 40- SEE SHEET 224 PT PT 2'6 005. 12+21.37- 1,5+4b./2 5003.91 X 5005.05 i \ \ \.' < PCCP;` SEE SHEET 176o 12+1716 500 385/-- (n p J 11+06 0 DRAWN 4998.60,7 BRB PC; 11+14.42 CHECKED 5003.32 PC I ..? DAP PT 11+11.53 10+63.99- 0 5003!.32 DESIGNED 0 5002.89 0 0 BRB + PC FILENAME 10+60.06 PT PC- 5002.87 0009-STREET P&P -10+552.89 10+48.96 5002.84 5002.82 '4110+43.03: -10+43.03 p 5002.79 F_ 5002.98 10+00.00 BP 5002.98 10+00.00 0 __j 500256 KEY MAP 0 N . T. S. 0 10+00T__0< I I 1 10+00- �?z N ------- 01 4997.71 r SEE SHUT 163 LEGEND MOUNTAINWILLOW WY/MIDDLE FARM WY LFL HIGH POINT ELEV 5006.37 PROPOSED CONCRETE HIGH POINT STA 15+817.31 0 F)- P\A STA = 16+16.52 - I PROPOSED PAVERS c4'I- P\A ELEV = 5006.57 CNI TION WITH I"(0- A.D. -3.20% -Rm INTERSECTION + 5010 HARWOOD LN K 27.78 to LO 5010 8.99' VC +0 65 11i 8 --to to NOTES: In In- 1.49X 1 49X- 1.28X_0.7 X --ww 1 1 SUBGRADE TO BE STABILIZED PER GEOTECHNICAL -r-0.53X 0.55X_ -1.1 ox RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED ..50 _1 -2.66X 0 MODIFIED PROCTOR DENSITY. PROPOSED 1-93x-7_7 .1 8X 0.50X 5005 1. 8XGRADE 0.72X--x .72%7--0-5'X 4� - 1 5005 -0.50X -0.51 LSTA = 13+89.60 _STA 14+94.23 A ELEV = 5005.21 -ELEV 5005.90 CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL z -0.53%- - 11+14.42 EXISTING STA 13+64.90 - ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J ELEV 5003.32 GRADE _ELEV 5005.0 + SECTION BE DETERMINED B GEOTECHNICAL ENGINEER I _STA 13+61.54 ELEV 5003.81 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT 5000 STA 11+01.85 ELEV 5005.00 5000 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK STA = 10+00.00. ELEV 5003.25- STA 13+46. \ ELEV 5004.30- ELEV = 5002.56 LSTA 12+71.72 -ELEV 5004.77 _STA 17+05.24 STA 16+76 85 TRAFFIC ON ALL SUBDIVISION ROADS. STA = 12+12.59 ELEV 5004.34 \ --I- ELEV 5004.45 STA = +43.03 -ELEV 500i.06-_ELEV = 5003.82 STA 12'+56.80 -STA 12+98.84 STA 14+69.23 MINIMUM ALLOWABLE PAVEMENT SECTION PER ELEV = ELEV 5005.70 L-STA 16+90.24 1 1 ELEV 5004.16 _ELEV 5004.53 1 STA = 10+63 1 1 1 1 1 ELEV 5004.62 PRELIMINARY GEOTECHNICAL REPORT BY EEC: STA 12+17.16- L_STA 12+32.03 STA = 14+56.371 in 4995 ELEV = 5002.89 _ELEV 5003.85- ELEV 5004.04 ELEV = 5005.54 4995 ASPHALT PAVEMENT AGGREGATE BASE UJ od I t F- THICKNESS(IN) THICKNESS(IN) D 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 CO Z -4 LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 Cl) < Oct 5015 1 -1 5015 MINOR COLLECTOR 5.5 7.0 HIGH POINT ELEV = 5006.79 HIGH POINT STA = 15+51.30 J STA = 10+00.00 MOUNTAIN WILLOW WY/MIDDLE FARM WY go' -P\A STA = 15+80.88 - > 00 0 -P\111 ELEV = 5006.99 -1 -ELEV = 5003.07 tri[_� 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED 14)(0 A.D. -3.217. -00 OR 0 +0 K 28.04 -to Cq HE CI F R COLLINS PRIOR PAVING. STA 10+08.00 0 ELEV 5002.84 Lo 90.00' ve 04 8- 5010 _+ uj co 0 5010 ZJIA 10+11.00 LO 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS z V 5002.77 •ej- Lu ELEV m m 0- NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED 0 STA 10+14.00 PROPOSED 0.78X_ w�, TO A MINIMUM OF 95% PROCTOR DENSITY. ELEV 5002.85 GRADE-�� 0.87X_1.28X.-\ A -0.7 -0.78X__ A -0.55 1 X 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 8x F1.28X 0.55X co 5005 - 14+55.61 A ELEV = 8x- 0.55% = 1.2+71.99 5006.31 1 STA \.-STA 14+30.61 STA = 11+96.99 ELEV 5004.94- ELEV 5006.11 6. FIRE LANES SHALL BE DESIGNED AS A FLAT HARD ELEV = 5004.23 + .99 ALL-WEATHER DRAINING SURFACE CAPABLE OF - 5.61 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING -2.84X- STA = 10+93.93 ELEV 5004.74 - STA 14+0 ELEV = 5003.66 - PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. - -2.42% STA = 10+68.93 - STA = 12+21.99J STA 13+69.68 5000 - ELEV = 5004.42- ELEV STA = 17+57 98 5000 2.44% ELEV = 5003.47-- ELE 5005.48 ELEV = 5002*28 _::�ALSTA = 1110+43.93 - 1.0ox-j- - 'ELEV/ = 5003.115' EXISTING GRADE + o 4995 4995 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+(, 19+00 5015 5015 > HIGH POINT ELEV 5006.39 MOUNTAIN WILLOW WY/MIDDLE FARM WY RFL HIGH POINT STA 15+35.33 04 Pm STA = 15+66.80- 0) PM ELEV = 5006.60 6 rj_ 00 ;co- A.D. -3.21% (0 n o LO - K 29.83 4n- 5010 L0_ 5010 95.76' vc +0 STA 10+00.00 6i tij _L0_ ELEV 5002.98 §!�) -mm 0- STA 10+21.52 -PROPOSED >> ELEV5003.06 GRADE --0.55% W TST, INC. STA 10+43.03 11-40x�j -0.55 1.2 0.78%,�,_ 0 5005 ELEV 5002.98 - 0.85p. N\k 0.5070 0.87% 1 2.6 5005 748 Whalers Way 0.60% A STA = 13+48.72 Suite 200 Fort Collins 0.50%- 47 ELEV = 5005.05roe Colorado 0.4031 ox- STA = 11+94.35t ELEV = 5003;12 - STA = 13+52.72J - STA 16+71.73- STA = 2+17.23 _ELEV = 5005.07 - - 0 ELEV 5003.81- 1230.0009.00 _L0- ELEV = 5004.02 STA = 13+88.65 w__ 5000 _ELEV = 5005.38 Go SCALE 5000 SHEET FLOWS d- 0_ TO CROSS,AN to_ I H: 1"=50' V: 1"=5' STA 19+401 -STA 12+62.99 STA 14+13.65 5004 1 4 CC 2+56 C 004 1 2 9 TI DATE FLOWLINE ELEV 5004.34 ELEV 5004.53 ELEV 5005.70 EXIS NG I GRADE -STA 11+08.34 1 > I I OCTOBER 2024 ELEV = 5003.30 __� I I U) w 1 50 0 50 100 SHEET 4995 4995 scale HORIZ: 1 =50 feet 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 VERT: 1"=5' 165 of 224 6.5' PKWY 51' ROW (MIN.) 6.5' PKWY (TYP-) (MIN.) SEE SHEET 157 SEE SHEET 154 5' ROADWAY - 1 5# 80 PARKING (MIN.) WALK WALK (MIN.) 10' 10' TRAVEL TRAVEL < EP II EP _��116+80 76 io( 'T 5002.55 U) 9= 3T PC z 0 Cf) RESIDENTIAL LOCAL U) L�j 11+90.17 PT✓ 16+36.78 0 5005.83 L 1 KTAL > 5002.55 PC P L,j PT 15+9,r Ld +36 , - 1 5002 11+80.96�;.. ' PC I IL BF 006.07 A 5002.99At +UU 5006.23 10+00.00 - PC P 3* 5005.60 1.1 3 13+00- LN 14+00 15+0015+40.90--,,\ PT A j 5003.4----15+90.7 PT 5 - -----A__ 0 0+43.98��e�7�_ =:�-13+00_� 14+00 j-+ 5003.01 12+00- 13+00 iix j PC NANNA LN 005.59 -7 v .4 PTI . L116+48 32 BP -A 'PT -15+00 PC 10+00.0 1 00 ...-.16+04.36 5002.26 : . :. ,,1 13+4369 1 16+84.60 -15+50.30 5002.61 5005.7 ___11+00 PT 5004.61 04.28 5002.99 11+84.60 0C PC 5005.83 PT PC 16+27.36 16+42.39 < _*'z.��". � '' \ Z,:. . 13+47.61 13+80.67 11+38.99 5002.36 5002.29 oko 1 U-11­04.94 5004.59 5004.33 r :,.;�" 1 10+00 5006.06 500550 PT PC PC 16+31.29 PC 13+54./0- '5+73.50 5002.34 16+38.46'.�.. (n BP 10+61.01 PT PC 5004.43 5002.31 5004.55+00.00 13+58.71 13+69.57 ': PC ..... ..... ..... 5005.17 5005.48 'XI 5004.53 5004.48 DRAWN 10+43.98 .110+49.91 \PT B R B 10+53.84 7 5005.40 ..�,9005.43 V :a.;= /'\^ - F \ \ \\ -- II5005.45 C� CHECKED SE SHM 156 'z DAP DESIGNED BRB FILENAME 0009-STREET P&P COORESPONDS 5010 SHEET FLOWS WITH CL CREST 5010 TO CROSSPAN VERTICAL CURVE - FLOWILINE 0o, NANNA LN LFL SHEET FLOWS 0.2496- TO CROSSPAN ---0.50X__If 0 r-0.28X-IF -0.54X FLOWLINE r-0.0ox --F-0.65X A I 0.50% _0.78X77 5005 -0.71x- _r_--1.28X PROPOSED 5005 A GRADE.F%C7 STA = 11+90.17 - STA = 13+11.40 0.78X E I LEV = 5005-83:ELEV = 5004.97 .40-77 STA 11+70.07 1 ELEV 5005.96 ELEV - 5004.45-- STA 15+52.95 1- I STA = 13+36.40 STA = 16+36. 78 0 11+60.41 ELEV 5004.77 ELEV = 5002.55 5000 q_ ELEV 5006.01 STA = 16+ 8.77 5000 0 _ELEV = 50 0 j__STA 11+35.41 02.64 +_ ---ELEV = 5006.07 10+43.98 LE EN D STA = 16+79.8 -_ELEV = 5002.5 ELEV 5005.59 STA = 11+16.41 PROPOSED CONCRETE I ELEV = 5006.00-- EXISTIN T -7LSTA 10+01.93 STA 10+85.78 - GRADE STA = 16+80.76 w ELEV 5005.59 ELEV = 5005.80- ELEV = 5002.57 - PROPOSED PAVERS 4995 4995 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 NOTES: 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 5015 5015 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL z LU ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT j HIGH POINT HIGH POINT STA ELEV =11+30.4 5006.48 NANNA LN CL SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER 0 = 3 -I- PVI STA = 11+17.43 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. !� - PVI ELEV = 5006.68 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK co c4 A.D. = -1.99X C� 0 r-. Coco TRAFFIC ON ALL SUBDIVISION ROADS. + K = 45.31 +0 -00 -0 > 5010 90.00' VC LO 5010 6i ci MINIMUM ALLOWABLE PAVEMENT SECTION PER 00 PRELIMINARY GEOTECHNICAL REPORT BY EEC: >> -2.3496 2'34% mm I w I w PROPOSED ASPHALT PAVEMENT AGGREGATE BASE 1.1.1LU od -2.60X-- A 7 GRADE THICKNESS(IN) THICKNESS(IN) 0.78% CO 1 'r _-0,71X7 A 1.28X- LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 Z 5005 STA 10+44.93 Vr_z - I - 5005 MINOR COLLECTOR 5.5 7.0 ELEV 5005.75 STA = 13+02.19. -0.789E ELEV = 500 -1.28X.-,V-0.74X-T- .-2.43X- J a. _STA = 10+17.00 _:T_-STA = 13+52.19 1 _ =2.00X > -ELEV = 5005.48 STA = 13+27.19i _ELEV = 5004.86 STA = 16+00.87 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED Q = 10+13.00 - ELEV = 5005.18 ELEV = 5002.93- TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 5000 ELEV = 5005.39- STA 16+25.87 5000 0-1 LU 0- STA 10+09.00 _ELEV 5002.61 ELEV 5005.48-- i 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED STA = 16+55 LU -'0 0 ELEV = 5002.39 TO A MINIMUM OF 95% PROCTOR DENSITY. II n F _l 0D_ I 0� -IN STA = 16+58.130 0- 0 EXISTING ELEV - 5002.32- 00r, 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 4995 GRADE 4995 co STA = 16+61.80 II p ELEV = 5002.39- < 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, �i- w ALL-WEATHER DRAINING SURFACE CAPABLE OF SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 4990 4990 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 i NMI HIGH POINT ELEV = 5006.06 .HIGH POINT STA = 11+36.88 PM STA = 11+25.73 C' PVI ELEV = 5006.28 00 Lo 0 0A.D. -2.05% 0 Ej 50105010 K = 43.87 -0 - o 90.00' VC NANNA LN RFL0 U 0 0 mm a iu- PROPOSED 0.64%-- I - GRADE7\- --1.28X -12814 - _\N�--0. 8 0 50X -0.50X -0.71X 5005 A A r:-1.36X 5005 F A I A -1.28X-) I --0.789E- __-0.78 rr-0.50%- --r-0.54X--0.93X- STA STA 13+8460 10+01.93 - ULTING ENGINEERS ELE A TST, INC. ELEV 5005.19 STA 13+69.57 STA = 115+50.3Q�-/STA = 16+04.36 LI a ers ay ELEV 5004.48 --ELEV = 5002.99-ELEV = 5002.61 Suite 200 Fort Collins - EXISTING- STA = 16+14.50 Colorado 80525 5000 0- 0! GRADE 13+43.69 5000 -00 ELEV = 5004.61 ELEV = 5001.2.53 one: + LO STA = 13+30.83 970.226.0557 STA = 16 T +27.36 0 0- ELEV = 5004.77- - ­�_ -'­- - -- _ ---" -ELEV = 5002.36 II II � 1230.0009.00 STA 13+05.83 - STA = 16+48.32 ELEV = 5002.26 SCALE ELEV = 5004.97 - STA 6+91.35 STA 16+92.30 H: 1"=50' V: 1"=5' A� 4995 U) w ELEV = 5002.03 -ELEV = 5002.02 4995 DATE 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet VERT: 1"=5' 166 of 224 SEE SHEET 162 SEE SHEET 179 SEE SHEET 179 SEE SHEET 157 SEE SHEET 185 N ,... . I 51' ROW (MIN.) PT PC PT PT _ . T `. " 14+60.82 14+66.75:' '; 15+10.73 ` ,15+76.71 PC I I - - _ ` 6.5' PKWY 6.5' PKWY PC, _ 5007.44 5007.41::. 5007.42 `' .5007.41 15+82.64 7- /� S y (T1'P•) (MIN.) 10+49.91 `APT ,. I ;. r I 5007.44 I I I I I I I / 28' ROADWAY 5008.77 I I I PC PC PT , FT - 10+53.84 - I I i~':. I PT I I I I I I PC �, 18+84.05� 5 5 5008.79 14+56.89 15+32.73 15+86.57 18+80.12 5005.46 / WALK 8' WALK ': 5007.46 �; 5007.42 ::j' I I PARKING MIN. 10+43.98,: 5007.46 5005.48 , I PC (MIN.) 10 10 (MIN.) t.' 5008.74: PC I ,.::. ..._ PT ;y`�.r PC PT �18+89.98 z BP 10+61.01 14+49.72 TRAVEL TRAVEL o 10+00.00 <� 5008.82 I `° 15+7.504 18+72.95 ��5005.43 J L_. - / 5007,50 7 5 5 5008.74 c� y FPT PC �� i - / 005.51 I I I1- F Z rr 500 0 .- .. 10+64.94 '' ' . _ c, I - - EP I c� J I FT� PC �-•� ..'.:. .. :..; : . ..• •; 15+97.67 + 18+69.03. - A cn � , 14+45 79 I O - - 5008.84 :. - .. .:•..� .: �, .,:.... ��. . ;•c.:...: :+.,�.. 9+33.01 - w 5 { - 007.52 � `• a - 5007.52 5005.53 F1L - o • o ;. ' _ f, • 5005 43 BP 11+00 12+00 _ ARWOOD LN t3+oo - 14+0\ +00 17+00 18/+oo RESIDENTIAL LOCAL w II 5008. 0 _HA - 10+00 - 11+00- �-_-_ 1z+oo 13+00: 14 00 16+oo RWOOD LN� EP { _ J 15+017+00/ 18+00 " _ _ .. .. , . . �. 11+00�:! 12+00 ��_13+00 L 14+00 6 0 - - r� ^ 5005.460 ..w t-.. . - .. 't' -�. �t• .c. 9 PC, 1 +0 17+00 18+0 , x }�. PT I. 14+60 98 18+82 93 o ,.. - - 5007.15-I Imo.o q. 0 10+43.98 . ... , f l f. �..:.. 5005.20 + k, 5008.46 .1 II . 5007.,5 �j , I I I I I • • I PC I I I I I I BP :., 1' :' I 15+04.96... 15+26.96 �_ - I .� :N w I I I I I I I >:I,o+oo.00 �;':• , ;..: : .: I I I I I I I I I .,.,: ,. ..; I 5oosso.: 5006.90 I, ,. � • .. . .•.. I I I I I I I I I , •; ::. I I I � I I I I I I I K... :j h� o i• u � r �_-' � - I I h I I -TI - :;•. I � ���� I I I I I I I I I I .'.:.� �� _ ;' �.. is I I L I I. \ e. I I � � III � r '- . . . .'- � : ; � . - •:. I l : ��� SEE SHEET 161 SEE SHEET 177 SEE SHEET 178 SEE SHEET 157 SEE SHEET 174 SEE SHEET 185 DRAWN BRB 5015 5015 CHECKED COORESPONDS H AR WOOD LN - LFL SHEET FLOWS DAP SHEET FLOWS WITH CL CREST DESIGNED TO CROSSPAN VERTICAL CURVE TO CROSSPAN COORESPONDS BRB FLOWLINE SHEET FLOWS FLOWLINE -o.2s%- TO CROSSPAN INTERSECTION WITH WITH CL CREST o.2s96 FLOWLINE VERTICAL CURVE SHEET FLOWS FILENAME 5010 0.68X -0.54X PROPOSED N TIMBERLINE RD _. 0009-STREET P&P -0.50X GRADE --0.60% o.3s%' TO CROSSPAN 5010 0.00% 0.50% -0.58X 0.50X -0.50X 0.85X -0.36X FLO WLI N E STA = 11+68.08 - -0.50X -O.00X -0.000.50% -0.99X ELEV = 5009.10 - -STA = 11+65.00 STA = 13+85.20 -1•28% ELEV = 5007.84 _ -STA = 17+00.53 -0.5090 -0.40%-0.40% 5005 ELEV = 5009.12 - KEY MAP 5005 I STA = 15+34.66 ELV = 5007.52 STA = 1 o+43.ss ELEV = 5008.74 STA = 11+40.00 STA = 14+10.20 _ ELEV = 5007.41 STA = 16+80.51 STA = 18+46.37 ELEV = 5009.18 ELEV = 5007.69 ELEV = 5007.71 ELEV = 5005.65 0- ELEV STA = 14+66.75 - ' o ao _STA = 11+15.06 STA = 15+32.73 STA = 16+55.51 N • T• S O- o ELEV = 5009.12 ELEV = 5007.41 +_ ,� STA = 10+00.95 EXISTING I ELEV = 5007.42 ELEV = 5007.80 STA = 15+08.81 0- ELEV = 5008.74 STA = 10+99.26 GRADE ELEV = +07.41 -STA = 16+30.51 _ 5000 II_ _ II- ELEV = 5009.01 i ELEV = 5007.71 _ �GD ' o �n " 5000 > - - - - - - - - - -- - - - - - - - - - - STA = 15+10.73 _STA = 16+20�62 - - --om o.-r11--o w -ELEV = 5007.42_ - - - - - - - - - - - - - - ELEV = 5007.6300 STA = 15+76.71 coo--� .rn �_0) _� ELEV 5007.41 II ° ° II ° LEGEND 4995 IC5 w N- i--W 4995 ,.. . ' PROPOSED CONCRETE 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50 PROPOSED PAVERS NOTES: HIGH POINT ELEV = 5009.59 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL 5020 HIGH POINT STA = 11+31.14 HIGH POINT ELEV = 5008.21 5020 RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED PVI STA = 11+14.21 HIGH POINT STA = 16+08.91 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. PVI ELEV = 5009.77 H A R W O O D L N PVI STA = 16+08.93 A.D. _ -1.86% PVI ELEV = 5008.50 K = 48.38 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W A.D. _ -2.56% 90.00 VC K = 35.14 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J _ 90.00' VC SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER LL 5015 No a n 5015 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT �� �� jai ,.� - ,., SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK c O 00 ±,r° 'rn Mrn TRAFFIC ON ALL SUBDIVISION ROADS. _� m� +o +o 6i N W ':-'Ln `O to MINIMUM ALLOWABLE PAVEMENT SECTION PER 0 0 U> PROPOSED 1.28% mlm W W GRADE in (,;�;; PRELIMINARY GEOTECHNICAL REPORT BY EEC: M 5010 0.78% -0.78% 0.00% 2.00X j_0 > 5010 W �c 0.00X ASPHALT PAVEMENT AGGREGATE BASE W w -1.28X -2.00% mm WIW THICKNESS IN) THICKNESS(IN� -2.00X-- _-0.58Z -0.78X 0.00% �� D CO STA - 10+43.93 0.78X- 1.28X LOCAL CONNECTOR COMMERCIAL 5.5 11.0 � Q Z ELEV = 5008.87 STA 13+99.07 STA = 15+38.93 �1'28 -O.00X MINOR COLLECTOR 5.5 7.0 Q ELEV = 5008.12 ELEV = 5007.60 -0.78X 2.00X Q J 5005 ELEV =10500 64 - - > 0. STA - 14+24.07 STA - 15+11.00 5005 ELEV = 5007.92 _ELEV = 5007.39 STA = 18+3 5.61 ELEV = 5005.61 , 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED o _o STA = 10+08.00 STA = 15+03.00 o- °0 TO THE CITY OF FORT COLLINS PRIOR TO PAVING. o a6 ELEV = 5008.64 STA = 14+49.07 ELEV = 5007.39 STA = 18+64.50 o -o ELEV = 5007.60 ELEV = 5005.38 W+.--Lb VSTA = 14+94.00 I Z o- STA = 14+77.00' ELEV = 5007.57 STA = 18+70.50= 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS W 5000 II II ELEV = 5007.39 STA = 14+85.00 -- -ELEV = 50015.38 5000 NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED O a > - - - - - - - - - - - - -- -- - - - - - - _ - ELEV = 5007.39 - r STA _ _ TO A MINIMUM OF 95% PROCTOR DENSITY. w- - - - - - - - - - - - - - - - - - - - - - ELEV = 15005.46 EXISTING 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. co GRADE 4995 - - 4995 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ALL-WEATHER DRAINING SURFACE CAPABLE OF 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. HIGH POINT ELEV = 5009.18 HIGH POINT STA = 11+37.12 PVI STA = 11+20.19 HIGH POINT ELEV = 5007.80 PVI ELEV = 5009.36 HIGH POINT STA = 16+46.86 A.D. _ -1.86% PVI STA = 16+46.88 K = 48.38 PVI ELEV = 5008.09 90.00' VC A.D. = -2.56% in K = 35.14 5015 0) o)0 90.00, VC 5015 �� +0 HARWOOD LN - RFL �N - �N +o N W INTERSECTION WITH co 0 m w w PROPOSED N TIMBERLINE RD 5010 m m I -GRADE _-0 7SX- 5010 0.86%=0.50% 1.28% -0.58% -1.28% m m W w -0.78X % 0.78% 1.28% STA = 10+5 8.5 -0.54% 0.54% TST, INC. ELEV = 5008.51 STA = 14+05.05 - -1.28 STA = 10+00.95 ELEV = 5007.71 -STA = 15+761 0( .88 -0.50X 5005 CONSULTING Ba1eENGIIN rs ENGINEERS 5005 ELEV = 5008.25 STA = 14+30.05 ELEV = 5007.20 ELEV = 5007.52 -STA 15+70.95 - Suite 200 Fort Collins o N STA = 14+55.05 ELEV 5007.15 Phone:Colorado 80525 0557 c a; ELEV = 5007.20 STA = 15+03.04 o STA = 15+28.89 O o ELEV = 500692 - JOB NO. o+_ m STA = 14+60.98 ELEV = 5006.92 - ELEV = 5007.15 - - - rn ` 5000 1230.0009.00 N 5000 II - II SCALE O-- _ O O �, � � - - - - - - - - - - - - - - - - - - - - - ,�. -- -- - - - - - - - --- - - - - m--o;f N: -mo H: 1"=50' V: 1"=5' N -W EXISTING OD -m + DATE GRADE T OCTOBER 2024 4995 N W N w 4995 50 0 50 10o SHEET 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50 scale HORIZ: 1"=50' feet 167 of 224 VERT: 1"=5' ESMT ESMT N 28' TRACT 25' TRACT 5' 5' ESMT 1.0' L.S. 1.0' L.S. ESMT 2.5' L.S. 2.5' L.S. 26' CONCRETE 20' CONCRETE w W w W SLOPE SLOPE _j zj SLOPE SLOPE ~ VARIES VARIES VARIES VARIES C/) a_ z y ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 w MT.& N.T.B. 5; 0 W ALLEY B w Q SEE SHEET 164 v `� n�,� �.' rti�ti^`w{.r .•e y..,Y�, SEE SHEET 164 'a' it \ k1 1 2 t ♦}, F., (] _ i c 47] i DRAWN I I I �� EP 00 r 'ivy.: ?,;? :J::•i«:` ,'- i , 'ry vSY_C''::114�\T:bi`ya t„ ••�_:�' 'I _ �".i'' (:�• �.��(�".;i='"'��"c'S.r'"r'';. CHECKED . .• ( I i I:n k 4. 5 DAP BP EPr.. ''-t=s: 10+0o.01J •i 7 � DESIGNED : 12+75.00 r - - - I ,..;.,.,...; 00 3 - I i v_;ne:'<:.,..,C:•.j v.��`. `kv500286 i. .I i i i i. BRB >t . I r:.,..v,.l 7•e is 5 4.1 2 � � t 500 86 .; [� - I I -- - FILENAME I•. I 1 n.S: " 0009 STREET P&P > I I I I I I I t• ` I Ul 1 `C 'n. .4, . • , • , ,..h,:.i .. ... . o .a. .. .o- ....:7.. n(: a ,. .. .. .. ... .. .. .. .. ':. 12+00• • I D C •h W P I I I 10+00.0o PIpRE BP 5002.66 - -- - - - - - I 5005.34 P PROP. TEMPORARY - - - - Lj -- - - - - - - - -- - v, KEY MAP r� 0 e.. • J OUND 0 R ... GRAVEL TU R - ' _ cu l I r - N . T. S. O i j• _ _ ,z+oo c 14+00. v.• SEE SHEET 164 SEE SHEET 164 LEGEND PROPOSED CONCRETE PROPOSED PAVERS NOTES: 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK CIO O TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER o 0 PRELIMINARY GEOTECHNICAL REPORT BY EEC: to ASPHALT PAVEMENT AGGREGATE BASE W od THICKNESS(IN) THICKNESS(N D CO LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 CO � Z MINOR COLLECTOR 5.5 7.0 = J 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED Q a. TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS Z W NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED O W TO A MINIMUM OF 95% PROCTOR DENSITY. 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. C0 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, 5010 5010 5010 5010 ALL-WEATHER DRAINING SURFACE CAPABLE OF ALLEY A ALLEY B SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. _ -6.90% 2.011 8.33X -_- 096_ r PROPOSED PROPOSED - 2.00�- 5005 GRADE -2 008X.009� 5005 8.33X 5005 5005 -8,339e 8,002.00X GRADE 0.57 STA = 16 0.559E 2.00% 2.0096 -2.00X -2.00X ELEV STA = 12+35.00 - -STA = 10+40.00 _ - - STA- +21:0 - - ELEV = 5002.83 -ELEV = 5002.64 _ - - s - ELEV = 5005.84 0 0 5000 EXISTING STA = 12+45.00 SQQQ 5000 -- STA = 10+30.00 ,� STA = 16+31.00 � co 5000 GRADE ELEV = 5003.03 ELEV = 5002.84 ELEV = 5005.15 co 0 o M - STA = 12+50.00 STA = 10+25.00 - 0 0 ELEV = 5002.93 -o �O __m- ELEV = 5002.74_ - - - - - II STA = 16+33.00 r 0 0 Go o__co _ - - - ELEV = 5005.32 II + ,o -o N o STA = 10+18.00 - - - - - > o STA = 12+57.00 �d o o--o ELEV = 5002.18 EXISTING ~ Uj II ELEV = 5002.37- -+_ Lo + -� _ GRADE N w 4995 a w - - - - - II 4995 4995 11= ELEV -�5002.34 - 4995 N w STA = 12+59.00 ELEV = 5002.54 -a w II --� (n--W TST, INC. CONSULTING ENGINEERS 4990 4990 4990 - 4990 748 Whalers way Suite 200 Fort Collins 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=50' feet 168 of 224 VERT: 1"=5' 5' 5' ESMT ESMT 28' TRACT 25' TRACT 5# 51 ESMT -1.0' L.S. 1.0' L.S. ESMT 2.5' L.S. 2.5' L.S. 26' CONCRETE- -20' CONCRETE z z z SLOPE SLOPE SLOPE SLOPE_j zj VARIES VARIES VARIES VARIES 0 0 0 C/) Q._ z y 0 ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 0 Cf) U)_ Ld MTA N.T.B. 5; 0 L]i ALLEY D ALLEY C SEE SHEET 163 SEE SHEET 183 SEE SHEET (n -------- DRAWN BID EP;: CHECKED PI 10+00.00 13+80.21 14+58. DAP 8P EP 5002.26 5004.66 12+75.00-\ 5005 "J+U,j DESIGNED 00 5003.75 5002.48 BRB FILENAME F7_1 0009-STREET P& j N 10+00 11+00` 2+00 13 00 ce Z IU+UU, 1 1+UU.. i2+­66�_­ .4- �A 4- 777t 7 KEY MAP JI , QF-FOB G �:��N . T. S. 'x L ALL \1L IL .7 SEE SHUT 183 LEGEND PROPOSED CONCRETE SEE SHEET 183 SEE SHEET 174 PROPOSED PAVERS NOTES: 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL z LU ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT j SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER 0 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK CIO 0 61 TRAFFIC ON ALL SUBDIVISION ROADS. > MINIMUM ALLOWABLE PAVEMENT SECTION PER a 0 PRELIMINARY GEOTECHNICAL REPORT BY EEC: to ASPHALT PAVEMENT AGGREGATE BASE Uj od THICKNESS(IN) THICKNESS(IN) D CO Z LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 CO MINOR COLLECTOR 5.5 7.0 = J 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED Qa. TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS z Uj 5015 5015 NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED 0 LU ALLEY D TO A MINIMUM OF 95% PROCTOR DENSITY. 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. C0 5010 5010 5010 5010 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ALLEY C ALL-WEATHER DRAINING SURFACE CAPABLE OF SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING PROPOSED PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. /'--'GRADE 5005 5005 5005 5005 8.00 F ___2.0096- -8.339E -0-55X -2.009E- _-8.00X- -2.0091;- -2.00% PROPOSED EXISTING STA = 12+35.00 STA 10+40.00 GRADE=ls�- GRADE ELEV = 5002.45 ELEV 5002.24 I C-4 5000 -EXISTING 1 5000 5000 + 04 5000 -GRADE STA = 12+45.00 ELEV = 5002.65-- ELEV 5002.44 LO STA 10+25.00 LO 0 6 _013- 5002.34 LO 0 _0_ * STA = 12+50.00 0__C4_ + tun) ELEV = 5002.55 _ui STA 10+18.00 0 C;-_04 0- + to 0 ELEV 5001.78- +__0 V) w 4995 04 4995 4995 4995 STA 112+57.00_- -STA 10+16.00 ELEV 5001.94 ELEV 5001.99 < Cn w I_- Z)IA = 12-t-59.00 TST, INC. 4990 E I LEV = 5002.161 4990 4990 - 4990 CONSULTING ENGINEERS 748 Whalers Way 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 13+00 14+00 15+00 Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HORIZ: 1"=50' feet VERT: 1"=5' 169 of 224 ESMT ESMT N 28' TRACT 25' TRACT 5' 5' ESMT 1.0' L.S. 1.0' L.S. ESMT 2.5' L.S. 2.5' L.S. 26' CONCRETE 20' CONCRETE w w w w SLOPE SLOPE _j zj SLOPE SLOPE ~ VARIES VARIES VARIES VARIES C/) � z y ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 w KTA N.T.B. 5; 0 W ALLEY E w Q 0 m DRAWN BRB SEE SHEET 163 :r �� - �. O o♦`- CHECKED i :?. i DESIGNED ESIGNED T T i` -- ��• BRB -„-. +' �. �'�I FILENAME 0009-STREET P&P PI a. EP I �p,DO L/c •....• 11+01.76 > 1 50 2.26 ��••' 5004.02 - _ - - KEY MAP f ., .,, o .. . ;. . �-.:--;:� :-� •-� --�-ice`` '= :----r QF' O� • 12+00+ t 13+��� 14+00 I V I . J• ••• ���c/ `\ Bp 10+00.00 / r 5004.58 ,/�� �-�- �, � LEGEND - PROPOSED CONCRETE PROPOSED PAVERS y , SEE SHEET 163 NOTES: 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK CIO 0 TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER o 0 PRELIMINARY GEOTECHNICAL REPORT BY EEC: to ASPHALT PAVEMENT AGGREGATE BASE W od THICKNESS(IN) THICKNESS(N D CO LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 CO � Z MINOR COLLECTOR 5.5 7.0 = J 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED Q a. TO THE CITY OF FORT COLLINS PRIOR TO PAVING. Z 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS W 5010 5010 NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED O W ALLEY E TO A MINIMUM OF 95% PROCTOR DENSITY. _ 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. C0 5005 - PROPOSED -8.00X 5005 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, -0.551G GRADE -2.0096 - 8.33% ALL-WEATHER DRAINING SURFACE CAPABLE OF - -2.00X 2.00X SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. STA = 14+26.80 5000 ELEV = 5002.23 1 / I i _r 1 5000 STA = 14+36.80 f c-_4 -ELEV = 5002.43 o - o__'n STA = 14+41.80 _ o__<o ELEV = 5002.33 - o CO 4995 �--W EXISTING STA = I14+48.80 - 4995 GRADE ELEV = 5001.78 - II II STA = 14+50.80 ELEV = 5001.94 4990 - - - 4990 9+50 10+00 11+00 12+00 13+00 14+00 15+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 170 of 224 VERT: 1"=5' ESMT ESMT N 28' TRACT 25' TRACT 5' 5' ESMT 1.0' L.S. 1.0' L.S. ESMT 2.5' L.S. 2.5' L.S. 26' CONCRETE 20' CONCRETE w w w w SLOPE SLOPE _j zj SLOPE SLOPE ~ VARIES VARIES VARIES VARIES o �� o C/) a_ z y ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 w KTA N.T.B. 5; 0 W ALLEY F w Q 0 m DRAWN SEE SHEET 153 _ SEE SHEET 172 SEE SHEET 172 BRB j 5.0 U. BP ;.. 58 ;.. 1 PI \ CHECKED >. ! 15+27.13 DAP 00.0 L; \� 1� �1 5004.01 , :� t t / DESIGNED I n / .. .34 L / BRB t F 7:7 FILENAME "�e s+ , - t F• ti •.r` 15+47.01 • �.1 1 0+00 11+00 �:>12+00' 1 +00` 0009 STREET P&P i� 3 15+00• t7S � 5002.56 4- - - - - - - - - - - - - - - - - - - - - - - - � - - - - - .+;;. �. I I I "1 ��.• RE P� + KEY MAP #` N . T. S. fi °� •• _J ILL - _. _ . I _ •�;'•i�`. EP ' 6+76 s _ 4 • 1 .03 �- 5001.21 - - LEGEND PROPOSED CONCRETE SEE SHEET 153 PROPOSED PAVERS NOTES: 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK CIO O TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER o 0 PRELIMINARY GEOTECHNICAL REPORT BY EEC: to ASPHALT PAVEMENT AGGREGATE BASE W od THICKNESS(IN) THICKNESS(N D CO LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 CO � Z MINOR COLLECTOR 5.5 7.0 < = J 5020 5020 ALLEY F 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED > a. TO THE CITY OF FORT COLLINS PRIOR TO PAVING. HIGH POINT ELEV = 5005.09 HIGH POINT STA = 11+40.72 Z W PM STA = 11+34.00 1 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS 5015 PVI ELEV = 5005.16 5015 NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED O W A.D. _ -1.67% K = 23.95 PM STA = 14+99.73 TO A MINIMUM OF 95% PROCTOR DENSITY. 40.00' VC PVI ELEV = 5003.31 A.D. _ -1.04% K = 38.64 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. C0 o -o mo 40.00' VC 5010 +o +o ^ 5010 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, too0 ^ ALL-WEATHER DRAINING SURFACE CAPABLE OF o +o SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING 4� PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. >W n 7.00 2.00% °DI0° vi w -8.33%- -2.00% PROPOSED >; v v 5005 GRADE m m >> 5005 -2.00% 1.12% -0.55X w w STA = 10+50.00 - -2.00%- 8.33% ELEV = 5004.22- STA = 13+30.00 STA = 13+60.00 S8� -2.00% - STA = 10+40.00 ELEV = 5004.07 ELEV = 5004.07 1' -2.00% _ ELEV = 5004.42 STA = 16+30.03= - 5000 - _ - - - - - - ELEV = 5001.24 5000 0 0-- STA = 10+29.00 - - I -- o - _ - - - -- - - - _ STA = 16+40.03 o ELEV = 5004.20 - ELEV = 5001.44 O o+ m EXISTING STA = 16+52.03 STA = 10+19.00 GRADE ELEV = 5001.20 rq 4995 II ° ELEV = 5003.50 0 4995 Q STA = 16+58.03 Cn w ELEV = 5000.72 STA = 10+17.00 ELEV = 5003.67 STA = 16+60.03 II ELEV - 5000.89 (n w TST, INC. 4990 - - - 4990 CONSULTING ENGINEERS 748 Whalers Way 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 171 of 224 VERT: 1"=5' ESMT ESMT N 28' TRACT 25' TRACT 5' 5' ESMT 1.0' L.S. 1.0' L.S. ESMT 2.5' L.S. 2.5' L.S. 26' CONCRETE 20' CONCRETE w w w w SLOPE SLOPE _j zj SLOPE SLOPE ~ VARIES VARIES VARIES VARIES C/) � z y ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 w KTA N,T:B. 5; 0 W ALLEY G w Q 0 m DRAWN I h Tr TI I I I I BRB C CHECKED I� ( Y 14+67E / DAP 11+10.85 5003.26 5005.32 1:�' — _ — - - - — —_ moo.,-.. \ DESIGNED - - - - - - - - -- - - - -- -- +- - - BRB - �.� r ,!. . .: `•: •-`� a.:.� � FILENAME J 0009_STREET P&P 'T ai. i. + .12+00 13+00• 14+0 , \ 11 00 - e• j. 61 L/ 5005.3 \ 1 5.58 r ; qqn�X �;; . ��;; ..��.✓.� , , \ KEY MAP N . T. S. 5005.05 /ONAL p '.•' LEGEND ° PROPOSED CONCRETE SEf SHM7159 PROPOSED PAVERS NOTES: 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J 5020 5020 SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER ALLEY G AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK c 0 HIGH POINT ELEV = 5005.45 TRAFFIC ON ALL SUBDIVISION ROADS. HIGH POINT STA = 10+81.30 PM STA = 10+83.23 5015 PM ELEV = 5005.51 5015 MINIMUM ALLOWABLE PAVEMENT SECTION PER o 0 A.D. _ -1.22% PRELIMINARY GEOTECHNICAL REPORT BY EEC: M K = 32.85 ASPHALT PAVEMENT AGGREGATE BASE W W od CO M 40�y THICKNESS(IN) THICKNESS(IN) D LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 CI) Z a� N M MINOR COLLECTOR 5.5 7.0 = Q 5010 c o +0 5010 Q J �W a. Y)W Q c,c, 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED m m w w TO THE CITY OF FORT COLLINS PRIOR TO PAVING. PROPOSED GRADE W 5005 0.55% - -0 67% 5005 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS W -0.00% -0 58% NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED TO A MINIMUM OF 95% PROCTOR DENSITY. 0 STA = 1 1 —STA = 13+28.41 L ELEV = 500404.07 ELEV = 5004.07 EXISTING 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. C0 5000 0 o GRADE _ - _ _ _ 5000 0 0 _ _ _ _ 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, o "' - - co N- N ALL-WEATHER DRAINING SURFACE CAPABLE OF SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING n u 00 PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 4995 0 w �l II 4995 to w 4990 4990 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 172 of 224 VERT: 1"=5' ESMT ESMT N 28' TRACT 25' TRACT 5' 5' ESMT 1.0' L.S. 1.0' L.S. ESMT 2.5' L.S. 2.5' L.S. 26' CONCRETE 20' CONCRETE w w w w SLOPE SLOPE _j zj SLOPE SLOPE ~ VARIES VARIES VARIES VARIES C/) � z y ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 w KTA N.T.B. 5; 0 W ALLEY H w Q 0 m DRAWN BRB CHECKED DAP DESIGNED BRB FILENAME 0009-STREET P&P SEE SHEET 174 SEE SHEET 154 P00 L/c Br _ \ 10+00.00 \ '� \ KEY MAP 5007.13p � .r _ N . T. S. 1106 ••00 16+02.82 • t 1 '•. ;,... T -� ` /T t 5003.38 S/ONAL 144-79.98 o 5003.91 LEGEND i, \ >•. . ` PROPOSED CONCRETE , - i �; I` v .� \\\;�' 1 PROPOSED PAVERS 10+41.605007.15 �� i I -� ail � � I � l_ � � � � \! :,_.�.:' •� , �\ , .,.. SM SHEET 154 NOTES: 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK CIO O TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER o 0 PRELIMINARY GEOTECHNICAL REPORT BY EEC: to ASPHALT PAVEMENT AGGREGATE BASE W od THICKNESS(IN) THICKNESS(N D CO LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 CO � Z MINOR COLLECTOR 5.5 7.0 = J 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED Q a. TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 5010 5010 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS Z W ALLEY H NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED O 2.00_X W TO A MINIMUM OF 95% PROCTOR DENSITY. 0 -0.88$ PROPOSED GRADE 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. C0 -8.00X 5005 STA = 10+13.00 -2.o0X 8.33X 5005 ELEV = 5007.39 STA = 11+95.82 -o.s796 2.00X 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, - ELEV = 5005.82 2.00X ALL-WEATHER DRAINING SURFACE CAPABLE OF M STA = 15+62.82 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING g ELEV = 5003.35- --_ PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. g- 5000 0+ -0 0 STA = 15+72.82 5000 ELEV = 5003.55 - - M STA = 15+77.82_ 00 a~i w -- -- - - - - - - - - - - - - - - - ELEV = 5003.45- o 0 EXISTING + � GRADE to 4995 STA = 15+84.82 n t ° 4995 ELEV = 5002.89 Q (nIw STA = 15+86.82 ELEV = 5003.06 4990 - 4990 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 173 of 224 VERT: 1"=5' ESMT ESMT N 28' TRACT 25' TRACT 5' 5' ESMT 1.0' L.S. 1.0' L.S. ESMT 2.5' L.S. 2.5' L.S. 26' CONCRETE 20' CONCRETE w w w w SLOPE SLOPE _j zj SLOPE SLOPE ~ VARIES VARIES 1-- VARIES VARIES 0 C/) a_ z y ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 ALLEY I w KTA N.T.B. 5; 0 W ALLEY J w SEE RIGHT SEE SHEET 173 SEE LEFT SEE SHEET 167 0 ' 74 - - - - 14 =Ji- p� y V. �7,, 1 / I a ' / DRAWN EP BRB BP 11+83.00 10+00.00 I 12+18.02 I 10+00.00 5006.30 _ 5005.82 / _. I- - - - - 5006.67 CHECKED - II c DAP 5007.33DESIGNED 10+00 1+00 BRB 10+00 `. 11+00 t _ \� AIL - - T� - -0 - - - FILENAME �- -+ '� may` / / \ \ 0009-STREET P&P I POO /C IL � ...... SEE SHEET 1 KEY MAP . 73 SEE SHEET 167 ONAU I I � / � ter, . •.' ::e.. SEE SHEET 173 LEGEND PROPOSED CONCRETE PROPOSED PAVERS NOTES: 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z LU ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK co O TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER o 0 PRELIMINARY GEOTECHNICAL REPORT BY EEC: to ASPHALT PAVEMENT AGGREGATE BASE LV od THICKNESS(IN) THICKNESS(N D CO LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 CO � Z MINOR COLLECTOR 5.5 7.0 = J 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED Q a. TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS Z W NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED O LV TO A MINIMUM OF 95% PROCTOR DENSITY. 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 5010 5010 5010 5010 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, PROPOSED ALLEY I ALLEY J ALL-WEATHER DRAINING SURFACE CAPABLE OF GRADE - PROPOSED -8.00X 8.3396 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING GRADE 2.0096 2.0096- PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. -0.56% 0.55X- 5005 5005 5005 STA = 11+92.52 - 5005 ELEV = I5006.88 STA = 11+97.52 M ELEV = 5006.78 M 0 0 00 rOy _ 0 N STA = 12+04.02 0- + NO co o 50 ELEV = 5006.26 OD- 0 5000 5000 0 6 0 5000 5000 00 0 0 0 + Fn II II _ + + 0- - --_ - - �f STA = 12+06.02- p_ II t- J II N w EXISTING \ -�_ 11 II EXISTING -ELEV = 5006.43- to -w GRADE- GRADEv N- (n w 4995 4995 4995 4995 TST, INC. 4990 - 4990 4990 - 4990 CONSULTING ENGINEERS 748 Whalers Way 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 13+00 Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 174 of 224 VERT: 1"=5' ESMT ESMT N 28' TRACT 25' TRACT 5' 5' ESMT 1.0' L.S. 1.0' L.S. ESMT 2.5' L.S. 2.5' L.S. 26' CONCRETE 20' CONCRETE w w w w SLOPE SLOPE _j zj SLOPE SLOPE ~ VARIES VARIES VARIES VARIES C/) � z y ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 w KTA N.T.B. 0 ALLEY K w w Q 0 SEE SHEET 155 m DRAWN I 4 13+58.55 ;-, •,s� � '?t - BRB - •� 5005.57 .. a� s,`�>,'�tr�r t- :I CHECKED _ i ., r DAP DESIGNED 4T.' ��.. x-:i•r � '�� BRB FILENAME E15+52. 0 r 0009_STREET P&P . \ � 5006.00 <BP C 5006.05 ,; �.: , M o`': ORE �P�, w&\ KEY MAP • �;: �} , - \ �•� �,_ �- - � �• N . T. S. SEE SHEET 155 SEE SHEET 189 SEE SHEET 179 SEE SHEET 152 G S�ONAL LEGEND PROPOSED CONCRETE PROPOSED PAVERS NOTES: 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK CIO O TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER o 0 PRELIMINARY GEOTECHNICAL REPORT BY EEC: to ASPHALT PAVEMENT AGGREGATE BASE W od THICKNESS(IN) THICKNESS(N D 5015 5015 LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 Cl) Q Z ALLEY K MINOR COLLECTOR 5.5 7.0 = J 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED Q a. TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 5010 5010 W -8.33� 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS Z W s.00x_ PROPOSED NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED -2.00X 2.00X -GRADE TO A MINIMUM OF 95% PROCTOR DENSITY. _ -0.929 - - 5005 - - -19� 5005 _ 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. -STA = 10+29.69 STA = 12+59.63 STA = 13+96.10 STA = 15+01.10 ELEV 5006.22 STA = 11+35.00 ELEV = 5006.12 ELEV = 5005.36 ELEV = 5005.94 ELEV 5005.24 6. FIRE LANES SHALL BE DESIGNED AS A FLAT HARD = -_-STA = 10+25.00 . - - - - - - - STA = 15+06.10 ALL-WEATHER DRAINING SURFACE CAPABLE OF ELEV = 5006.12 - EL_Vh 5005.84 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING o- o - - - _ - - o o PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 5000 0 0 - - - STA - 15+16.10 04 0 5000 +-. ELEV = 5005.15 + Ln �_-_ p tSTAI= 10+18.00 GRADE EXISTING II II ELEV = 5005.56 STA = 15+18.10 ELEV = 5005.32 4995 _STA = 10+16.00 4995 ELEV = 5005.73 4990 1 1 1 4990 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970+226+0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 175 of 224 VERT: 1"=5' ESMT ESMT N 28' TRACT 25' TRACT 5' 5' ESMT 1.0' L.S. 1.0' L.S. ESMT 2.5' L.S. 2.5' L.S. 26' CONCRETE 20' CONCRETE w w w w SLOPE SLOPE _j zj SLOPE SLOPE ~ VARIES VARIES VARIES VARIES �> o _j o C o z ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 N ALLEY M � o KTA N,T.B. � W ALLEY L w Q 0 m SEE SHEET DRAWN 157 SEE SHEET 165 SEE SHEET 165 SEE SHEET 155 BRB NECKED DAP ESIGNED PI _ a IIII BRB j 12+46.28 5006.59 i- \ `. \ FILENAME V. 0009-STREET P&P Ili :•. � w y/ EP, `,80 13+80.5U �S .. 1 f I O jj 10+00.00 - RE v 5000.53 Q �. I %5008.61 L O 0 -- - - - - - - -- - - - - -- - - - - - - - - II P KEY MAP . . N . T. S. • 11+00. :12+00'.i s ' s � •• � ,i t• Y 'I I is 1 ,y . I I ; _• BP_ PI -T-1 +00.00 5006 5 - T' 5.006.44 97 ` • �,y �;.• C ', .,..< ~a1 -_ - I .:�. 1 1 I I I I I I I I I I I I I � 'I 11+uL /I h - _: ..� LEGEND - - t T -t- T I PROPOSED CONCRETE , I I I I •'�� >�:: I I I I I I I I SEE SHEET 165 SEE SHEET 154 SEE SHEET 157 SEE SHEET 165 PROPOSED PAVERS NOTES: 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK � O TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER Q 0 PRELIMINARY GEOTECHNICAL REPORT BY EEC: to ASPHALT PAVEMENT AGGREGATE BASE W od THICKNESS(IN) THICKNESS(N D CO LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 CO � Z MINOR COLLECTOR 5.5 7.0 = J 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED Q a. TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS Z W 5015 5015 NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED O W ALLEY L TO A MINIMUM OF 95% PROCTOR DENSITY. 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 5010 5010 5015 5015 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, 8.00X ALLEY M ALL-WEATHER DRAINING SURFACE CAPABLE OF -8.33X - 2.00X PROPOSED -B,ppX SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING 2.00X-. _ GRADE --2.00% 8.33X PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. -2.00X -2.00X - 0.55X 0.639E 2.00X_ _ 2.00X STA = 11+43.50 5005 STA = 10+35.50 ELEV = 5007.23 STA = 13+36.17 5005 5010 -8.33X 7.00% 5010 ELEV = 5006.45 _ STA = 11+30.50 ELEV = 5006.02 -2.00X 2.00X PROP05ED -8.00X STA = 10+25.50 - ELEV = 5006.97 GRADE -2.00X 8.33X __ELEV = 5006.65 - STA = 13+46.17 -0.82:g ELEV = 5006.22 STA = 10+40.00 2.00X --2.00X o _ STA = 10+20.51 _ STA = 13+51.17 -Ln -ELEV = 5009.03 = o ELEV = 5006.55 - _ ELEV = 5006.12 -0 STA = 10+29.00 STA = 13+45.00 5000 0 0 - - _ (0 0 5000 5005 ELEv = 5008.81 ELEV = 5006.54- 5005 0 o_ o -STA = 0+14.00 / _ - - - - + Ln - II II ELEV = 5006_.03' EXGRADE `' STA = 13+58.17 c hNGj- b STA I 13+55.00 - - -STA = 10+19.00 - ELEV = 5005.56 p II o o ELEV = 5008.11 ELEV = 5006.74 N w STA = 10+12.00 Q � + L - STA = 13+60.00- o M ELEV = 5006.20 STA = 13+60.17 w - ELEV = 5006.64 �n U! 4995 4995 5000 II-- ELEV =105008.27 00 5000 ELEV = 5005.73 II o 0 STA = 13+66.50 + n N _W - - - - - - - - - - ELEV = 5006.12 -'�-- EXISTING = STA = 13+68.50 a==> GRADE -ELEV = 5006.29 N w _ TST, INC. 4990 - 4990 4995 - 4995 CONSULTING ENGINEERS 748 Whalers Way 9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 12+00 13+00 14+00 Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 176 of 224 VERT: 1"=5' ESMT ESMT N 28' TRACT 25' TRACT 5' 5' ESMT 1.0' L.S. 1.0' L.S. ESMT 2.5' L.S. 2.5' L.S. 26' CONCRETE 20' CONCRETE w w w w SLOPE SLOPE _j zj SLOPE SLOPE ~ VARIES VARIES VARIES VARIES 0 C/) o_ z � ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 ALLEY N w KTA N.T.B. 5; 0 W SEE SHEET 187 A. I I I I � I I I I I �• �� I - EP f:. m 18+14.81 PI 14+08.4Ea l.: 5009.58 DRAWN 5006.86 - - - BRB r NECKED .. . .•.. - t., mow. , ` r o... .. ,. DAP .16+_0 - X'+ X y DESIGNED r - - - - - - BRB FILENAME 0009-STREET P&P - O 0 •x G \ PQ �� Q� 3G\ SEE SHEET 178 SEE SHEET 187 KEY MAP- N . G S - , T. S. Q�F°� °•��, NAL s11+49.� LEGEND 5004. 5 , PROPOSED CONCRETE , /^ PROPOSED PAVERS + NOTES: .c. I 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. a • _10+00.00 - .1. - - - - -- 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W 5004.01 - E NGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT LL '- SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK CO O o TRAFFIC ON ALL SUBDIVISION ROADS. + W �I MINIMUM ALLOWABLE PAVEMENT SECTION PER Q Q T - PRELIMINARY GEOTECHNICAL REPORT BY EEC: ASPHALT PAVEMENT AGGREGATE BASE W Old SEE SHEET 171 THICKNESS(IN) THICKNESS(N D CO LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 CO � Z MINOR COLLECTOR 5.5 7.0 < = J 5020 5020 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED > a. _ ALLEY N TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS Z W NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED O W 5015 5015 TO A MINIMUM OF 95% PROCTOR DENSITY. 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 2.0096 -8.00% 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, 5010 2.00% 8.33% 5010 ALL-WEATHER DRAINING SURFACE CAPABLE OF 2.00X SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING PROPOSED _ PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. GRADE 74% 90% 0. 6. -2.00X -8. 2.00% STA = 17+89.31 5005 -2.00% ELEV = 5009.79 5005 rn o0 STA = 17+94.,'"? � ao__� ELEV = 5009.E o rn + --+ STA = 18+0( I STA = 10+40.00 ELEV = 500S II 5000 ELEV = 5004.41 _ a > a 5000 - - - - - - - - - - - - - - - - - - - STA = 18 , 11_ v~i w _o_ Nk = 10+29.00 ___ ELEV = 500 .34 o 4:V = 5004.19 -EXISTING - oo--c-- LO o -GRADE - Lo o-- 10+19.00 5003.50. II-- 4995 > > 4995 w STA 111W11-117.00 ELEV = 5003.67 TST, INC. CONSULTING ENGINEERS 8 4990 - 4990 Suite 200aFo t Collins Colorado 80525 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 177 of 224 VERT: 1"=5' ESMT ESMT N 28' TRACT 25' TRACT 5' 5' ESMT 1.0' L.S. 1.0' L.S. ESMT 2.5' L.S. 2.5' L.S. 26' CONCRETE 20' CONCRETE w w w w SLOPE SLOPE _j zj SLOPE SLOPE ~ VARIES VARIES VARIES VARIES C/) � z y ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 ALLEY 0 w KTA N.T.B. 5; 0 W w Q 0 m SEE SHEET 179 DRAWN _:...,.. .` BRB CHECKED DAP 77-7 -__- — - _—_ DESIGNED BRB FILENAME t 0009—STREET P&P ;1 EP o P 5008.11 • G .I; KEY MAP ' ��G o�S�� • � 0 G •� PI N . T. S. F 12+59.0 .... 65 BP -\ 5008. : I ONAL , f;:.: 10+00.00 5008.89 (:`.: ULL 7 ------ r101 004 LEGEND ' PROPOSED CONCRETE PROPOSED PAVERS 'w. NOTES: SHEET 177 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. SECTION SHALL BE DESIGNED FOR HEAVY—DUTY TRUCK CIO O TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER o 0 PRELIMINARY GEOTECHNICAL REPORT BY EEC: to ASPHALT PAVEMENT AGGREGATE BASE W od THICKNESS(IN) THICKNESS(N D CO LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 CO � Z MINOR COLLECTOR 5.5 7.0 = J 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED Q a. TO THE CITY OF FORT COLLINS PRIOR TO PAVING. HIGH POINT ELEV = 5009.67 W HIGH POINT STA = 10+66.75 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS W PVI STA = 10+57.48 NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED PVI ELEV = 5009.76 A.D. = -2.05% TO A MINIMUM OF 95% PROCTOR DENSITY. K = 19.51 40.00' VC 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. C0 5015 ^ ^(R 5015 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, +o +o ALL—WEATHER DRAINING SURFACE CAPABLE OF 00 _ �� ALLEY 0 SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING w PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. w w PROPOSED m m I GRADE - -8.00% 5010 5010 1.50%- _ -- -2.0096 - 8. - 33X 0.55% 2.00% 2.00% 5005 STA = 13+64.002 - 5005 ELEV = 5008.32 o--ao STA = 13+68.99 o a- o o__o _ELEV = 5008.22'0 'n o- ILO I 00 ) o 00 STA = 13+7N O + Lon 5000 -- n ELEV = 500',�27 r_ 5000 -- STA = 1 >50 > EXISTING GRADE TST, INC. 4995 4995 CONSULTING ENGINEERS 748 Whalers Way 9+50 10+00 11+00 12+00 13+00 14+00 14+50 Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 178 of 224 VERT: 1"=5' ESMT ESMT N 28' TRACT 25' TRACT 5' 5' ESMT 1.0' L.S. 1.0' L.S. ESMT 2.5' L.S. 2.5' L.S. 26' CONCRETE 20' CONCRETE ALLEY P w w w w SLOPE SLOPE _ SLOPE SLOPE ~ VARIES VARIES VARIES VARIES o C/) � z y ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 w KTA N.T.B. 5; 0 W w Q 0 m p SEE SHEET 157 DRAWN BRB CHECKED DAP DESIGNED BRB Ep FILENAME pI ' �j 11+30.50 I _/ 14+83.50 5008.61 ♦ ��` � Y'�` I 0009_STREET P&P 5010.12 f - - - -- - - - - -- - - - - - - - - - - - Do L ;.; 77 / ° THY 0 J v E - = R - P 0 12 v O c: 14+00Ak KEY MAP o�S`� • � F�N . T. S. ONAU L BP L 10+00.00 5009.58 ..: , _ �I 1 :� LEGEND 17 t' - PROPOSED CONCRETE + - PROPOSED PAVERS J t. FF F,�I I �' I �. '' :. µ NOTES. SEE SHEET 177 SEE SHEET 178 SEE SHEET 157 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK CIO O TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER o 0 PRELIMINARY GEOTECHNICAL REPORT BY EEC: to ASPHALT PAVEMENT AGGREGATE BASE W od THICKNESS(IN) THICKNESS(N D CO LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 CO � Z MINOR COLLECTOR 5.5 7.0 = J 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED Q a. HIGH POINT ELEV = 5010.25 TO THE CITY OF FORT COLLINS PRIOR TO PAVING. HIGH POINT STA = 11+64.85 W PM STA = 11+64.85 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS 5020 PVI ELEV = 5010.31 5020 NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED O W A K = 36 3s% - TO A MINIMUM OF 95% PROCTOR DENSITY. 40.00' VC -ALLEY P 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. C0 N 4 N 5015 o 000 5015 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, �� ±111)-_ ALL-WEATHER DRAINING SURFACE CAPABLE OF UU oci w SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 8.00X m m w w_ PROPOSED -8.33X 2.0096 GRADE -7.00X- 5010 -2.00X -2.00X 0.55X - -2.0OX_-\-j-8.3,3X 5010 -0.55% - 2.0OX -- STA = 10+35.50 - ELEV = 5009.59 STA = 14+33.50 ELEV = 5008.83 _STA = 10+25.50 ELEV = 5009.79 STA = 14+43.50 5005 ELEV = 5009.03 5005 �o 00 � STA - 10+20.50 00 0 - _ STA = 14+54.50 o ELEV = 5009.69 - „� �- +- to -EXISTING ELEV = 5008.81 00 o_ -- i - GRADE 00 00 o- p -STAto- = 10+14.00 STA = 14+64.50- 5000 ELEV = 5009.17_ -- - - - - - - - - - - - - - - - - - ELEV = 5008.11- II °- 5000 N_ w - STA = 14+66 -50 _ �<- !� STA = 10+12.00 - -ELEV = 5008:27- N w ELEV = 5009.34 - - TST, INC. 4995 - 4995 CONSULTING ENGINEERS 748 Whalers Way 9+50 10+00 11+00 12+00 13+00 14+00 15+00 Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 179 of 224 VERT: 1"=5' ESMT ESMT N 28' TRACT 25' TRACT 5' 5' ESMT 1.0' L.S. 1.0' L.S. ESMT 2.5' L.S. 2.5' L.S. 26' CONCRETE 20' CONCRETE w w w w SLOPE SLOPE _j zj SLOPE SLOPE ~ VARIES VARIES VARIES VARIES C/) � ALLEY Q o N ALLEY TYPICAL SECTION 1 ALLEY TYPICAL SECTION 2 C/-) w KTA N.T.B. 5; 0 W w Q 0 m SEE SHEET 183 SEE SHEET 175 DRAWN jL L jL BRB u \ CHECKED DAP DESIGNED BRB - \ FILENAME 0009_STREET P&P I I I I i I L—A L/ I P C - I I I � I I I I I \ "1 Off.•••..... p"m 7 BP EP- 10+00.00 I I 15+11.00` _� 'cf ��G �S KEY MAP 0 0cc - - G 5002.48 — - - — - - - — 5005.36� _:. . .. .: : N . T. S. F .... .: .. . .. ....:. .i. o .T J{ .. .. ... .. - �. . I +— si E 10+00 - �- _ 0 i1+oo �;�= - L - 12+00 - NA •i' 15+00` I� I � I 7 I •.�� I LEGEND PROPOSED CONCRETE SEE SHEET 163 SEE SHEET 175 PROPOSED PAVERS NOTES: 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT U. SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK C0 O TRAFFIC ON ALL SUBDIVISION ROADS. MINIMUM ALLOWABLE PAVEMENT SECTION PER o 0 PRELIMINARY GEOTECHNICAL REPORT BY EEC: to ASPHALT PAVEMENT AGGREGATE BASE W od THICKNESS(IN) THICKNESS(N D CO LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 CO � Z MINOR COLLECTOR 5.5 7.0 = J 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED Q a. TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS Z W NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED O W 5010 5010 TO A MINIMUM OF 95% PROCTOR DENSITY. ALLEY Q 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. co PROPOSED —GRADE 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, 5005 g,00$L 5005 ALL-WEATHER DRAINING SURFACE CAPABLE OF —8.3A 2.00k 0,62X SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING -2.00X -2.00x PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. STA = 10+40.00 ELEV = 5002.45 5000 1 STA = 10+30.00 _ — — 00 i° 5000 ELEV = 5002.65 — — — 0 STA = 10+25.00 00_- -_ ELEV = 5002.55 0--o — �- _ EXISTING > 4995 ++--� STA 10+1MT GRADE 6 � r —ELEV-= 5001.99 - - W 4995 _> STA = 10+16.00 N- w ELEV = 5002.16 4990 1 - 4990 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE H: 1"=50' V: 1"=5' DATE OCTOBER 2024 50 0 50 100 SHEET scale HOR : 1"=5 feet 180 of 224 VERT: 1"=5' Z O H Z a' O (n w w 10+50 11 +00 11 +50 12+00 w 10+00 5004 5004 5004 - 5004 5004 5004 5004 5004 0 5002 ,�— CIL 5002 5002 '92 15002 5002 .� — 5002 5002 _ _ _ 5002 5002 5002 5000 5000 5000 °% ��I�J - - - -5000 5000 5000 5000 5000 5000 y Za�r 5000 4998 - - - 4998 4998 +o�.+s I 4998 4998 4998 4998 98 4998 4998 DRAWN� �s.� �as � �s.� �ss4 �easa BRB 4996 4996 4996 4996 4996 4996 4996 4996 4996 4996 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 CHECKED DAP DESIGNED BRB FILENAME 0009-CROSS SECTIONS 12+50 14+00 14+50 5004 5004 13+00 13+50 5004 5004 5004 5004 Rl- 0 L/� 5002 5002 5002 1 5002 5002 - 5002 5002 5002 5002 5002 Vp�• � �O�P�O� 5000 - - - - - - 2 - - - - 5000 5000 - - - - - - - _ 5000 5000 - - 5000 5000 _ 5000 5000 Z 5000 4998 4998 4998 4998 4998 4998 4998 4Ma� - - tQ4998 4998 +�•+s - -pl- - e.�a 4998 ��Gs.�o �essesa Fl 4996 4996 4996 4996 4996 4996 4996 996 4996 9640 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 -40 -20 0 20 4049 C� '••••' /ONAL E� 16+00 16+50 15+00 15+50 5004 5004 5004 5004 17+00 5004 � 5004 5004 ran 5002 5002 5002 14M.n 5002 5002 5002 5002 a 5002 5002 •FL 5002 5000 2 5000 5000 5000 5000 5000 5000 -2-ex 5000 5000 5000 4998 4sss.� - - 4M.s6 4998 4998 ,E 4998 4998 4M,� 4M.W 4998 FL 4998 - - ,� 4998 4998 - - - F�°°•�s 4998 4996 - - - - - - 4996 4996 - - _ - - - -- 4996 4996 - - - _ - - 4996 Z FL - - - - 4996 4996 4996 4996 4994 4994 4994 4994 4994 4994 O 4994 4994 4994 4994 4992 4992 4992 4992 4992 4992 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 F_ Z V 0 w C0 CO 17+50 > co co 5002 5002 NOTES: 0 0 5000 2.0X 5000 18+00 18+22.56 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL In W Im RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED 4998 4998 5002 5002 5002 5002 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. co c V 4996 M - - _ - - 4996 5000 - _5000 5000 - - - - - - - - - _ _ _ 5000 Q 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Q 4994 4994 4998 .4998 4998 4998 ENGINEESEC110NRTOURING BE DETERMINED BY GEOTECHNICAL ENGINEER 49 -40 -20 0 20 404992 49 -4' 0 -20 0 20 404996 499640 -20 0 20 404996 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT Q SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK TRAFFIC ON ALL SUBDIVISION ROADS. Z Q MINIMUM ALLOWABLE PAVEMENT SECTION PER 0 W PRELIMINARY GEOTECHNICAL REPORT BY EEC: ASPHALT PAVEMENT AGGREGATE BASE 0 THICKNESS(IN) THICKNESS(IN) 0 MINOR COLLECTOR 5.5 7.0 0 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED TO A MINIMUM OF 95% PROCTOR DENSITY. 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ALL-WEATHER DRAINING SURFACE CAPABLE OF SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 80' ROW (MIN.) TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins 10' PKWY 38' ROADWAY 10' PKWY Colorado 80525 5' 6' (TYP.) y (MIN.) 6' 5' Phone: 970.226.0557 WALK BIKE 8' 8' BIKE WALK (MIN.) (MIN.) PARKING 11' 11' PARKING (MIN.) (MIN.) I F� roe No. 1230.0009.00 TRAVEL TRAVEL PROPOSED GRADE 30 0 30 60 SCALE — — —EXISTING GRADE H: 1"=30' V: 1"=7.5' scale HORIZ: 1"=30' feet DATE vERT: 1"=7.5' OCTOBER 2024 MINOR COLLECTOR SHEET Kra 181 of 224 Z O H Z a' O (n w LLJ 10+50 11 +50 12+00 12+50 5008 5008 11 +0 0 5008 5008 5008 5008 5008 5008 1 0+0 0 5006 Jamz4q 5006 5006 5006 5006 5006 5006 5006 5006 2.M 5006 CL 5004 a. .41 5004 5004 5004 5004 � 5004 5004 20z 5004 5004 5004 5004 47 5004 - 5002 5002 5002 5002 � FL 5002 5002 aooa 5002 aoo4n �� 47� � 5002 5002 � 5002 5002 � 500250 FL 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 0 4998 4998 4998 4998 4998 4998 4998 4998 4998 4998 4998 4998 r 4996 4996 4996 4996 4996 4996 4996 4996 4996 4996 4996 4996 m -40 -20 0 20 -40 -20 0 20 -40 -20 0 20 -40 -20 0 20 -40 -20 0 20 -40 -20 0 20 DRAWN BRB CHECKED DAP DESIGNED 14+50 15+00 15+50 BRB 13+5 0 14+0 0 5010 5010 5010 5010 5010 5010 FILENAME 0009-CROSS SECTIONS 13+00 5010 5010 5010 5010 5008 5008 5008 5008 5008 .82 5008 5005MXFL �a 5008 5008 5008 CL 5008 5008 CL 5008 5006 2. 20z 5006 5006 5006 5006 5006 POp L��, 5006 5006 5006 5006 5006 5006 5004 MM 7 5004 5004 �� ao " �•'•••••• 5004 5004 5004 �p� soo4as 47 5004 5002 5002 5002 5002 5002 5002 c.�•:•Q�- PQQ�O�G�O 5004 5004 5004 5004 5004 +a FL 5002 FL = JFL 5002 5002 5002 5002 5002 5000 5000 5000 5000 5000 5000 5000 _ _ _ — 5000 5000 _ _ _ — — — — — 5000 5000 _ _ _ _ — — _ _ ___ 5000 4998 — — — — — — — — — — 4998 4998 — — — — — — — 4998 4998 — — — 4998 QO F��••••••4p G 4998 4998 4998 4998 4998 4998 4996 4996 4996 4996 4996 4996 TONAL E� 4996 4996 4996 4996 4996 4996 4994 4994 4994 4994 4994 4994 -40 -20 0 20 -40 -20 0 20 -40 -20 0 20 -40 -20 0 20 -40 -20 0 20 -40 -20 0 20 17+50 18+00 18+50 16+0 0 16+5 0 1 7+0 0 5012 5012 5012 5012 5012 5012 5010 5010 5010 .E 5010 5010 •� 5010 5010 cx 5010 5010 5010 5010 5010 CL 5008 5008 5008 Z 5008 5008 5008 5008 °x 5008 5008 5008 5008 5008 CIO 5006 soon 5006 5006 .� 5006 5006 714i5006 5006 ,� FL ,� 5006 5006 '� � 5006 5006 FLF 5006 Z 5004FLI 5004 5004 � 5004 5004 5004 5004 5004 5004 5004 5004 5004 0 5002 5002 5002 15002 5002 5002 5002 5002 5002 5002 5002 5002 5000 5000 5000 5000 5000 — — — — — — 5000 5000 — — — — — — — — _ _ _ _ _ 5000 5000 — — — — — — — — — — — — 5000 5000 — — 5000 Z w 4998 — — — — — — — — 4998 4998 4998 4998 — — — — — 4998 4998 4998 4998 4998 4998 4998 W CD 499640 -20 0 20 4996 499-40 -20 0 20 4996 499-40 -20 0 20 4996 499-40 -20 0 20 4996 49 -40 -20 0 20 4996 49 -40 -20 0 20 4996 (0 a) co NOTES: no 0 19+00 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL In W RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED 5012 5012 19+5 0 TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. co co coo 5010 15010 5010 •51 5010 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL a_ 5008 5008 5008 Zox zoz 5008 ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER > W 5006 13 5006 5006 5006 AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT Q 5004 5004 5004 5004 SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK Z TRAFFIC ON ALL SUBDIVISION ROADS. 5002 5002 5002 5002 Z J — — — MINIMUM ALLOWABLE PAVEMENT SECTION PER 0 It 5000 — — — — — — — — — — — — 5000 5000 5000 PRELIMINARY GEOTECHNICAL REPORT BY EEC: 4998 4998 4998 4998 2 W -40 -20 0 20 -40 -20 0 20 ASPHALT PAVEMENT AGGREGATE BASE THICKNESS(IN) THICKNESS(IN) MINOR COLLECTOR 5.5 7.0 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED Z TO THE CITY OF FORT COLLINS PRIOR TO PAVING. 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED TO A MINIMUM OF 95% PROCTOR DENSITY. 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT. 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ALL-WEATHER DRAINING SURFACE CAPABLE OF SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING. 80' ROW (MIN.) TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins 10' PKWY 38' ROADWAY 10' PKWY Colorado 80525 5' 6' (TYP.) y (MIN.) 6' 5' Phone: 970.226.0557 WALK BIKE 8' 8' BIKE WALK (MIN.) (MIN.) PARKING 11' 11' PARKING (MIN.) (MIN.) I F� roe No. 1230.0009.00 TRAVEL TRAVEL PROPOSED GRADE 30 0 30 60 SCALE — — —EXISTING GRADE H: 1"=30' V: 1"=7.5' scale HORIZ: 1"=30' feet DATE VERT: 1"=7.5' OCTOBER 2024 MINOR COLLECTOR SHEET Kra 182 of 224 e N \ APPROX. 2 FEET OF ADDITIONAL ASPHALT \ WILL BE ADDED TO EACH SIDE OF THE EX. \ ROADWAY. CONTRACTOR TO SAWCUT BACK TO CENTER \ OF PROP. BIKE LANE, PLACE 4' OF NEW PAVEMENT d r \ THEN MILL & OVERLAY ENTIRE BIKE LANE FOR BOTH O \ SIDES OF ROAD FOR EXTENTS OF IMPROVEMENTS. o \ CONTRACTOR TO MATH EX. SLOPE OF ROAD, AND TIE 0 \ BACK TO EX. GROUND AT NO GREATER THAN 4:1. O z \ O 0 w \ SAWCUT AND REMOVE APPROXIMATELY 2306 5? \ MILL & OVERLAY APPROXIMATELY 4128 >g ° S.F. PROP. ASPHALT. \ APPROXIMATELY ' \ — — — 6403 S.F. EX. — — — — — _ — S.F. EX. ASPHALT. — - - - - - - - - - - - - - - - - - - - - - - - - - - - - ASPHALT w 485.00' 249.61' '— ° p p. N d m DRAWN BRB N GIDDINGS RD 1_ I CHECKED DAP DESIGNED BRB FILENAME KEY MAP 0009_MILL & OVERLAY N.T.S. • �R - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GP�S�� G •� �p�Fp �o•�� S/ONAL E n 6 l NOTES. cl!� 1. THE LIMIT OF ALL MILLING SHOWN HEREON APPROX. 2 FEET OF ADDITIONAL ASPHALT e : : o �"' IS APPROXIMATE, FINAL LAYOUT TO BE WILL BE ADDED TO EACH SIDE OF THE EX. :� '. APPROVED IN THE FIELD BY THE CITY ROADWAY. CONTRACTOR TO SAWCUT BACK TO CENTER •, Q I~: INSPECTOR. OF PROP. BIKE LANE, PLACE 4' OF NEW PAVEMENT _ 1 THEN MILL & OVERLAY ENTIRE BIKE LANE FOR BOTH SIDES OF ROAD FOR EXTENTS OF IMPROVEMENTS. �. . O A. O e , CONTRACTOR TO MATH EX. SLOPE OF ROAD, AND TIE I °• O o, BACK TO EX. GROUND AT NO GREATER THAN 4:1. '. I PAVING LEGEND MILL & OVERLAY SAWCUT AND REMOVE �• e �. �° APPROXIMATELY 2767 APPROXIMATELY 3972 ��' d:k S.F. PROP. ASPHALT. Z APPROXIMATELY ° 6010 S.F. EX. S.F. EX. ASPHALT. - - - - � . I,•: L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EXISTING ASPHALT O I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -ASPHALT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '�• PROPOSED MILL & OVERLAY 250.00' REMOVE & REUSE EX. ASPHALT 0 0 485.00' � X -k W PROPOSED ASPHALT co co O 7; x! EXISTING STRIPING Q (TO BE MILLED) Q = 06 mop N GIDDINGS RD > J EXISTING STRIPING Q J • _ (TO BE REMOVED VIA GRINDING N — METHODS) Z O I PROPOSED STRIPING REFER TO TOWN STREET STANDARDS FOR ADDITIONAL REQUIREMENTS. MILL AND OVERLAY EXISTING TST, INC. ASPHALT MINIMUM 2" DEPTH. VARIES REFER TO PLAN CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins —11K / Colorado 80525 Phone: 970.226.0557 EXISTING ASPHALT JOB NO. PROPOSED ASPHALT THICKNESS = EXISTING 1230.0009.00 SAWCUT AND REMOVE EXISTING THICKNESS PLUS ONE (1") INCH. SCALE 1 pl = 30 ASPHALT AS NEEDED WHERE 30 0 30 60 EDGE INTEGRITY IS DAMAGED DATE ASPHALT PATCHING DETAIL sale 1"=30' feet OCTOBER 2024 KT.& SHEET 183 of 224 N N z o o U Ld MILL & OVERLAY I 5 \ \ APPROXIMATELY LU 1,269 S.F. EX. ASPHALT \ \ SAWCUT AND REMOVE APPROXIMATELY 2,799 S.F. EX. ASPHALT. � � I Q \ \ MILL & OVERLAY APPROXIMATELY 3,320 S.F. EX. m ASPHALT DRAWN BRB CHECKED 235.00' DAP DESIGNED BRB FILENAME O KEY MAP 0009_MILL & OVERLAY N.T.S. m W P�0 L/C 0 0 G P QC G� S�ONAL E NOTES: 1. THE LIMIT OF ALL MILLING SHOWN HEREON IS APPROXIMATE, FINAL LAYOUT TO BE APPROVED IN THE FIELD BY THE CITY INSPECTOR. SEE SHEET 185 - - - - - - - - SAWCUT AND REMOVE PAVING LEGEND I I I APPROXIMATELY 4306 Z S.F. EX. ASPHALT. EXISTING ASPHALT O MILL & OVERLAY APPROXIMATELY _I- - 1,351 S.F. EX. PROPOSED MILL & OVERLAY a 40 ASPHALT > J REMOVE & REUSE EX. ASPHALT 0 0 W PROPOSED ASPHALT W > 550.06' co � EXISTING STRIPING a (TO BE MILLED) Q = 06 0 EXISTING STRIPING J Q - (TO BE REMOVED VIA GRINDING W METHODS) Z p PROPOSED STRIPING I I \ I I I I REFER TO TOWN STREET STANDARDS FOR ADDITIONAL REQUIREMENTS. MILL AND OVERLAY EXISTING TST, INC. ASPHALT MINIMUM 2" DEPTH. VARIES REFER TO PLAN CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 EXISTING ASPHALT JOB NO. PROPOSED ASPHALT THICKNESS = EXISTING 1230.0009.00 SAWCUT AND REMOVE EXISTING THICKNESS PLUS ONE (1") INCH. SCALE 1 pl = 30 ASPHALT AS NEEDED WHERE 30 0 30 60 EDGE INTEGRITY IS DAMAGED DATE ASPHALT PATCHING DETAIL sale 1"=30' feet OCTOBER 2024 KT.& SHEET 184 of 224 i N I I I I I I I I I I I I I I I Z o I o Ld w o I I I I I I I I I I w I I I � I c DRAWN SAWCUT AND REMOVE o APPROXIMATELY 812 S.F. BRB I � EX. ASPHALT. CHECKEDDAP DESIGNED BRB I FILENAME KEY MAP 0009_MILL & OVERLAY N.T.S. �PDO.L/C S/ONAL E I I I I I I I I I I I I I NOTES: 1. THE LIMIT OF ALL MILLING SHOWN HEREON I IS APPROXIMATE, FINAL LAYOUT TO BE APPROVED IN THE FIELD BY THE CITY I INSPECTOR. I I I I I I o I I o I � I I N PAVING LEGEND I I I Z I EXISTING ASPHALT O I I MILL & OVERLAY I >- APPROXIMATELY I I PROPOSED MILL & OVERLAY Q 1,269 S.F. EX. > J ASPHALT I I I REMOVE & REUSE EX. ASPHALT - - - - - - - - 0 0 Uj I I I m W PROPOSED ASPHALT W > C) Co Q EXISTING STRIPING Q SEE SHEET 184 I I (TO BE MILLED) Q 06 I EXISTING STRIPING Q J (TO BE REMOVED VIA GRINDING F N �I METHODS) Z O PROPOSED STRIPING 00, I I REFER TO TOWN STREET STANDARDS FOR ADDITIONAL REQUIREMENTS. MILL AND OVERLAY EXISTING TST, INC. ASPHALT MINIMUM 2" DEPTH. VARIES REFER TO PLAN CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 EXISTING ASPHALT JOB NO. PROPOSED ASPHALT THICKNESS = EXISTING 1230.0009.00 SAWCUT AND REMOVE EXISTING THICKNESS PLUS ONE (1") INCH. SCALE 1 pl = 30 ASPHALT AS NEEDED WHERE 30 0 30 60 EDGE INTEGRITY IS DAMAGED DATE ASPHALT PATCHING DETAIL sale 1"=30' feet OCTOBER 2024 KT.& SHEET 185 of 224 N END OF SIDEWALK TYPE III BARRICADES Z END OF ROADWAY RAISED CROSSWALK TO BE BUILT - OM4-3 OBJECT MARKERS WITH PHASE DOf Z o U — - — L - N w -- -- - - - - bi Inc - - - - - ,• oC LU 5 5 — 5 - - - -- FLINT HILL DR 4" 1 _ C - - - - - - - -- - -- I G _ — / Ld -1 \ -1 \ -1 \ -1 -1 \ -1 I-- \ -1 \ I E -1 \ FUTURE ROADWAY I o \ A END OF SIDEWALK INFRASTRUCTURE I '; �'�`� • •„� ��; \ TYPE III BARRICADES SHOWN R REFERENCE ONLY � ''R:-: �. ;� \ •I \ \ � I DRAWN BRB CHECKED C \ A FUTURE ROADWAY = I DAP J e A a 5 INFRASTRUCTURE � ASTRUC x W DESIGNED l S`� HO WN FO R R BRB `ALLEY P , ,- / - :: •• . : - ` , • .• - 9 ,. .o - ° REFERENCE ONLY ALLEY_ N° • 'I � I i • • \ \ w .v �, \ \ Q FILENAME t \ - - - - - - - - - - - - - - - - - - - - _ - - - - - - - /' \ A I A 1 I KEY MAP 0009_SIGNAGE \ \ r \ I A i N.T.S. { \ DO LAC < L- \ r� \ p ; I I J \ I STRIPING LEGEND 6" SOLID WHITE SHOULDER LINE h I o �• \ \ / / \ \ I h I I 0 4" SOLID DOUBLE YELLOW �: Y � LI .. A � �\ LL CENTERLINE p I \ \ \ 8" SOLID WHITE TURN 4 I 1 A I / \ \ 1' I LANE/CHANNELIZING LINE w 6" DOTTED WHITE TURN LANE ® - - - - - - - DELINEATION/EXTENSION LINE J (3' SOLID, 9' GAP) ALLEY 0 � a 1 . 1 \ I \ END OF SIDEWALK I �• - - ___- .t END OF ROADWAY 0 A „1 �1 -FORMED THERMO PLASTIC ,v _ MARKINGS Z ' OM4-3 OBJECT MARKERS TYPE III BARRICADES { i e \ A \ \ - E �' - - - - A - ;1 - - - - - - - - - - - - - \ E END OF SIDEWALK \ O r \�•, I r — A \ o — — — - - - — - - - - — — — —_ - - - - - - - S © TRAFFIC SIGN � A TYP E E II BARRICAD \ A \ a. —o .• b °. .: ° a � -.T .—_ . . .. . . q —r� — '\ PRE—FORMED ER TH MO PL ST1C - v v• ° I 1 ep \ 7 CONTINENTAL BARS OM4-3 OBJECT MARKERS 2 2 / 2 2 _ / I` J FUTURE ROADWAY `, I C/) N TIMBERLINE RD j HOWNTFORTURE I SIGNING LEGEND m W In d =° REFERENCE ONLY I I co ARKING "FIRE LANE" SIGN AND - . . .. - °• . . . ,-� -, � .: -�. T .� -,.-1-�,�--� � 7A FIRE co z • . • ANE NO PARKING BY ORDE R OF FI RE MARSHAL SIGN - - - I - - - - - A - y ' - A - - - - - -= - -= - - - - - = - - - - - - - - - - - - A - - r (SIGNS SHALL BE LOCATEDAT THE RIGHT SIDE OF Q A f A T END OF SIDEWALK �� THE FIRE LANE ENTRANCE AND AT THE END OF THE > W FIRE LANE. THE INTERMEDIATE SIGNS SHALL HAVE I TYPE III BARRICADES END OF SIDEWALK DOUBLE ARROWS POINTING IN BOTH DIRECTI Q TYPE III BARRICADES I \sa B — 2 1 SPEED LIMIT SIGN 24 X30 I I / \ / \\\\ W11-2 PEDESTRIAN CROSSING SIGN 36"X36" AND O — /� \ \ / ' ' I I © W16-7P DIAGONAL ARROW PLAQUE 12"X24". co ` I A QD D1-1 STREET NAME SIGN 60"X12" (1 SIGN PER EXIT) 1"I \ b A q \ A / f' \. �I \ \ A ga I (E R1-1 "STOP" SIGN & D3 STREET NAME SIGN �o ..ALLEY G° \ G \ \ \. / R3-17 BIKE LANE SIGNpI :3: -2 PEDESTRIAN CROSSING SSING SIGN 36 X36 WITH© W11 m l / \ \ \ / / a l• "RAISED CROSSING AHEAD" PLAQUE w I I 1 �\ /� \ \ / /' �• I I QH R4 7 KEEP RIGHT SIGN i. I :I I \ G L — _ s of I \ I A \ A / l d \\ ALLEY J q P\ \ \ / Z / g I END OF SIDEWALK \ b I wa r ;J l \ l / — — — I TYPE III BARRICADES \ C \ /- 5 RAISED CROSSWALK TO BE BUILT C / \ C / \ 1` Q WITH PHASE D 1 5 � I _`f \ / / / / \ 5 \ \ / - I I END OF ROADWAY C \ \ OM4- OBJECT , , = \\ TST, INC.3 OB � \ I MARKERS CONSULTING ENGINEERS 5 AY FUTURE ROADW 1 748 Whalers Way q r G �_ INFRASTRUCTURE \ Suite 200 Fort Collins \ / 5 - SHOWN \\ ' / 5 OWN FO 0 o : ; a' Colorado 80525 REFERENCE ONLY \ \ MIDDLE FARM WY Phone: 970.226.0557 G I / \ \ \ x / / JOB NO. 1230.0009.00 END OF SIDEWALK \ \ TYPE III BARRICADES \ \ SCALE „ , \/ 1 A i °A G 1 = 50 C A \ \ \ { 5 A I l 'JP I \ \ \1 \ 50 0 50 100 DATE OCTOBER 2024 ` I � I \ \ � \ ' SHEET feetscale ' 186 of 224 SEE SHEET 187 SEE SHEET 186 Ld l ! I Y — �— —� \ �\ \ \\ oOf — - - , " a� lLLI - - — , —\ / Iva H '•�,y•' � T _ J i J / a — ALLEY F 1 I \ � , 00, f \ \ Ld A - . ° ° • F I v • v , END OF SIDEWALK / t::Q.,: I " I \\ \ C Q 1 1 � G TYPE III BARRICADES \ / - : OD L4 1. / m II a E . ° ° 10, G v. • DRAWN OM4-3 OBJECT MARKERS - %/ i/ _ - - - C _ C- °` ' �• \\ BRB / — _ LONGWOOD DR — — — \ CHECKED / ,/ 5 5 •. . . � G � \ W DAP 4 v a v v: A DESIGNED r , ° 4 . . w `1 G � BRB � E — `- -� A \ g \, \ / � ' � \\ FILENAME END OF SIDEWALK / : -n n -1 n n n n n I \ KEY MAP TYPE III BARRICADES - � \ •\\� � � \\ N.T.S. 0009 SIGNAGE n n n n J \\� ���- , — Poo• 77 ° H ° �\ F r: • v ,v .. v. r • .v Y: v. vp ALLEY E . •_- ALLEY D. - . / •\ A � BONA ECG / / /�- - - - - - - - - - - - - - - - - - - - - - G - - - - - - - - - - - - - - - - - 1 STRIPING LEGEND 11 ' � • / /: -'• / 6" SOLID WHITE SHOULDER LINE 1 L ` 1 1 L \ / 4" SOLID DOUBLE YELLOW 1 L 0 CENTER LINE O 8 SOLID WHIL-J , L_j TE TURN LANE/CHANNELIZING LINE / I 'al � > s F ; II I �•C I 4 � ��`` \\ � � � 6" DOTTED WHITE TURN LANE - - - - - - - DELINEATION/EXTENSION LINE / / 5 •C• �s:i Y,t Y:;: I n� nn n nn n � \ a` \ � � (3' SOLID, 9' GAP) .>.; ..i':.. � PIE-FORMED TH MO PL S11C W .aX ER A y, �. I n n n n n 5 C n 1 ` \ \� h A '� 00 MARKINGS Z 0 :ra I \\ \ ,� y: ; ;'; St•.. ' © TRAFFIC SIGN JA a. ,::;,. •LLI �.: i't.•''y:.,i'ja't: � of ' � � — Q H 44. ,;t - - - - - _ AL - - - - - - - - - - - - - - - - - - - - + - + � � + � - f O7 I I I I PRE-FORMED THERMO-PLASTIC ,_.. �.. i.ir �..x>•:,:_. ,,.�. ,,,r•;'•:,.:,:.-� v CONTINENTAL BARS q , . ; I Y.' v •t Ir t• et , v I s a` v• y, - v . v, .R.r•..,a :.a ro.,. .,v• ,..r•"..F ..\.., ...era .. .. v• . r• v ALLEY C Y R a w ALLEY D I x.. , { • v • v- v a S.Y.... t •. �rr.i v : ..s --. • , .., e. - - - - - - - - - - - - - G - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W A �T n n n n I f SIGNING LEGEND W p A q A I l DCo I� n R7-1 NO PARKING "FIRE LANE" SIGN AND R7A »FIRE CO Z Q LANE NO PARKING BY ORDER OF FIRE MARSHAL" SIGN Q END OF SIDEWALK •' � � ��•I I .- A I I `I` I TYPE III 0 (SIGNS SHALL BE LOCATED AT THE RIGHT SIDE OF Q END OF SIDEWALK I I BARRICADES THE FIRE LANE ENTRANCE AND AT THE END OF THE > 0 W TYPE III BARRICADES 1 FIRE LANE. THE INTERMEDIATE SIGNS SHALL HAVE :' DOUBLE ARROWS POINTING IN BOTH DIRECTIONS R2 1 SPEED LIMIT SIGN 24 X30 - - U L-J - » » Z Z T ' G , - ° of T ,,. .. ,. I W11-2 PEDESTRIAN CROSSING SIGN 36 X36 AND to Am 5 .; W16-7P DIAGONAL ARROW PLAQUE 12 X24 „' ROADWAY END OF ROADWAY 5 s ;j'; ,X;;, ' :'' ".4 FUTUREco OM4-3 OBJECT MARKERS j? %='': 5'>� INFRAS » » "��:�' ��'� TRUCTURE�v"' SHOWN FOR OD D1-1 STREET NAME SIGN 60 X12 (1 SIGN PER EXIT) ,�•�{`Xi;.xi.x'`4 ytt:fi±k�$x' 3.J. .i. —H — — — — — — H �-- H MONTAVA AVE- — — — — — — Tres,,,.. ; ; .,:. ,,. r a=:..REFERENCE ONLY (E R1-1 "STOP" SIGN & D3 STREET NAME SIGN ':: '`�, ';.: ;. :.:• ,., - - J F R3-17 BIKE LANE SIGN - G 5 G 5 ' 0 R' •f.t. :. . C :: o . . ; ;. �• 1:. :�;': '�:.i:: ,�; ,.a.. . W11-2 PEDESTRIAN CROSSING SIGN 36 X36 WITH . ... RAISED CROSSING AHEAD PLAQUE E n F i E F_ n n n F7 -1 n n n n n n A q n QH R4-7 KEEP RIGHT SIGN I, END OF SIDEWALK / I END OF SIDEWALK I TYPE III / I TYPE III BARRICADES I I' I BARRICADES Ll' J U � � v • - , v I v / - n v - 4 H JI— .,, .-ALLEY ,. . .. _ .x .. .. . >.t Y•i, r= . ,.... ALLEY A 2. R I ix. ,.. _R. aH! i'i•i t' - . r " r " III 7„ / .., +. v ,. ,"•:...ba ,r, a t, '_-' �_ ` ,. • .. — ": '4 v'.>>rt-',;;'F,j t:*^r s^,•1'<r •2tN „�k n;v f:y.3:':'4'��.: .ifi!,Yi�.i•:ts:'•.f.t:is""°;:'ri ` / tK w.ii5.:.Jt i•S i;,.Y.;~v;iri.f;,.?'.`f;�:(yx / �. III/ / I t.. 4,;a:,}+•d•t,_,.�,. / / A� / lul.lt" ; ,:t �..,,,•. ,ay. TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins / Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE 1 = 50 / / » ' 50 0 50 100 DATE OCTOBER 2024 scale 1"=50' feet SHEET 187 of 224 SEE SHEET 188 SEE SHEET 187 N Z / w I j— I /' cn I / U) ,� h I o �' / o i '' w LLI [if 00 / Q I0 7 Ld / END OF SIDEWALK TYPE III BARRICADES m T_T END OF SIDEWALK / �°'o / / / DRAWN — L L _ 1 I — = TYPE III BARRICADES / / BRB — �I _- - - - - / / R / -- ————————————————————— _ CHECKED DAP DESIGNED 11E TO EXISTING BRB STRIPING FILENAME 7 GOODHEART DR (FUTURE) KEY MAP 0009_SIGNAGE _7�� N.T.S. -- _ � —�---_=-----�------�-----— — � \ / '°° / •0°. — OM4-3 OBJECT MARKERS END OF SIDEWALK / p• / F �� END OF SIDEWALK TYPE III BARRICADES `\TYPE III BARRICADES 100' LONG.e \ / / / / / �0� • �' \�\ WHITE SKIP 2 BIKE LANE STRIPING STRIPING LEGEND 6" SOLID WHITE SHOULDER LINE 4" SOLID DOUBLE YELLOW CENTER LINE I / �\ .,�� 8" SOLID WHITE TURN / \ / LANE/CHANNELIZING LINE 6" DOTTED WHITE TURN LANE — — — — — — — DELINEATION/EXTENSION LINE (3' SOLID, 9' GAP) 0A h w � � � �� MARKINGS PIE—FORMED THERMO—PLASTIC TRAFFIC SIGN a. ' 8' PRE—FORMED THERMO—PLASTIC CONTINENTAL BARS SIGNING LEGEND m W p 2 C0 R7-1 NO PARKING "FIRE LANE" SIGN AND R7A "FIRE C0 Z LANE NO PARKING BY ORDER OF FIRE MARSHAL" SIGN Q (SIGNS ITHENFIREHALL ANEBENTRANCE D AT THE AND AT THE T SIDE END O END OF THE > 0. W FIRE LANE. THE INTERMEDIATE SIGNS SHALL HAVE DOUBLE ARROWS POINTING IN BOTH DIRECTIONS). R2-1 SPEED LIMIT SIGN 24"X30" Z Z W11-2 PEDESTRIAN CROSSING SIGN 36"X36" AND O 0 W16-7P DIAGONAL ARROW PLAQUE 12"X24". CIO D1-1 STREET NAME SIGN 60"X12" (1 SIGN PER EXIT) /�`• Q�v� / / // /' EQ R1-1 "STOP" SIGN & D3 STREET NAME SIGN R3-17 BIKE LANE SIGN W11-2 PEDESTRIAN CROSSING SIGN 36"X36" WITH RAISED CROSSING AHEAD PLAQUE R4-7 KEEP RIGHT SIGN TIE TO EXISTING STRIPING ' TST, INC. CONSULTING ENGINEERS 748 Whalers Way / Suite 200 Fort Collins O // Colorado 80525 F� / / / // Phone: 970.226.0557 s / JOB N0. 1230.0009.00 SCALE 1 = 50 , 50 0 50 100 DATE OCTOBER 2024 scale 1"=50' feet SHEET / 188 of 224 N ' Z TIE TO EXISTING O STRIPING I �' Z v w 0 I I LU I I I � I I I z I I � I I LU I o z I I o F LO I Q I I DRAWN BRB Uj I CHECKED i ) I 2 I DAP NDESIGNED BRB 100' LONG , I WHITE SKIP FILENAME BIKE LANE I I KEY MAP 0009-SIGNAGE STRIPING 4 I I N.T.S. I I PO Lc I I I I At- STRIPING LEGEND ay E ` 3 1 6 SOLID WHITE SHOULDER LINE I � I 4" SOLID DOUBLE YELLOW CENTER LINE 8 I O 8" SOLID WHITE TURN I 11' I LANE/CHANNELIZING LINE o 10 6" DOTTED WHITE TURN LANE w ® - - - - - - - DELINEATION/EXTENSION LINE / I J 11 (3' SOLID, 9' GAP) 18" U h A 4 MARKINGS PRE-IORMED THERMO-PLASTIC 0 O Z LLJ I © TRAFFIC SIGN PRE-FORMED THER N CONTINENTAL ARSMO-PLASTIC > coo I p p CO oar 2 SIGNING LEGEND m W p p R7_ CCIO1 NO PARKING "FIRE LANE" SIGN AND R7A "FIRE CI) � Z / 3 LANE NO PARKING BY ORDER OF FIRE MARSHAL" SIGN Q 0 (SIGNS SHALL BE LOCATED AT THE RIGHT SIDE OF Q ` I I THE FIRE LANE ENTRANCE AND AT THE END OF THE > 0. W 1 FIRE LANE. THE INTERMEDIATE SIGNS SHALL HAVE DOUBLE ARROWS POINTING IN BOTH DIRECTIONS). B © R2-1 SPEED LIMIT SIGN 24"X30" Z Z V W11-2 PEDESTRIAN CROSSING SIGN 36"X36" AND O O I 0 W16-7P DIAGONAL ARROW PLAQUE 12"X24". a I QD D1-1 STREET NAME SIGN 60"X12" (1 SIGN PER EXIT) �4 I QE R1-1 "STOP" SIGN & D3 STREET NAME SIGN 00 ��✓` FUTURE ROADWAY I I 0 R3-17 BIKE LANE SIGN INFRASTRUCTURE SHOWN FOR I w W � � REFERENCE ONLY I � 1 I © W11-2 PEDESTRIAN CROSSING SIGN 36"X36" WITH b „ ' "RAISED CROSSING AHEAD" PLAQUE LO R4-7 KEEP RIGHT SIGN ' � I kz I I I \ TIE TO EXISTING \ STRIPING I �� TST INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE 1" = 50' 50 0 50 100 DAB OCTOBER 2024 scale 1"=50' feet SHEET 189 of 224 N � I I I I I I Z o TIE TO EX. STRIPING o W w o I i I I I � I I w I Q 2 I o II I I m I I DRAWN BRB I CHECKED i I DAP DESIGNED BRB C I FILENAME KEY MAP 0009-SIGNAGE N.T.S. z 3 5S�ONAL I I I I I I I I I \ 8' I 8" 4 \\ \\ EXISTING SPEED \ \ LIMIT SIGN TO EXISTING BIKE 1 I \\ \\ BE REPLACED SIGN AND 5 I I I Z \ \ STENCIL TO BE I Q Z \ \ EDGE OF REPLACED I —I— \\ \\ PAVEMENT I 3 I I 14co 550 REDIRECT 50:1) 235 LEFT TURN LANE STORAGE BAY TAPER - 2 \\ \ 1 B F I 1 550 REDIRECT (50:1) o W Q MOUNTAIN VISTA DR CO Z 100 CO a 1 5 3 5 1 > 0. W a c9 TIE TO EXI STl N G 1 \ _ _ _ _ bI STRIPING EDGE OF FPAVEMENT I T1E TO EXISTING Z Z EXISTING BIKE SIGN STRIPING 0 AND STENCIL TO BE SPEED REPLACED N TO I I I BE REPLACED I I II II I I I I I STRIPING LEGEND SIGNING LEGEND Q 6" SOLID WHITE SHOULDER LINE R7-1 NO PARKING "FIRE LANE" SIGN AND R7A "FIRE LANE NO PARKING BY ORDER OF FIRE MARSHAL" SIGN 4" SOLID DOUBLE YELLOW O (SIGNS SHALL BE LOCATED AT THE RIGHT SIDE OF 0 CENTER LINE THE FIRE LANE ENTRANCE AND AT THE END OF THE FIRE LANE. THE INTERMEDIATE SIGNS SHALL HAVE 8" SOLID WHITE TURN DOUBLE ARROWS POINTING IN BOTH DIRECTIONS). 0 C. LANE/CHANNELIZING LINE © R2-1 SPEED LIMIT SIGN 24"X30" CONSULTING ENGINEERS 748 whalers way 6" DOTTED WHITE TURN LANE " " Suite 200 Fort Collins ® - - - - - - - DELINEATION/EXTENSION LINE © W11-2 PEDESTRIAN CROSSING SIGN 36 X36 AND Colorado 80525 (3' SOLID, 9' GAP) W16-7P DIAGONAL ARROW PLAQUE 12"X24". Phone: 970.226.0557 JOB N0. PRE-FORMED THERMO-PLASTIC D1-1 STREET NAME SIGN 60"X12" (1 SIGN PER EXIT) 1230.0009.00 MARKINGS �E R1-1 "STOP" SIGN & D3 STREET NAME SIGN SCALE 1" = 50' © TRAFFIC SIGN (F R3-17 BIKE LANE SIGN 50 0 50 100 DATE OCTOBER 2024 O I I I PRE-FORMED THERMO-PLASTIC O W11-2 PEDESTRIAN CROSSING SIGN 36"X36" WITH "=50' SHEET CONTINENTAL BARS G RAISED CROSSING AHEAD PLAQUE scale , feet 190 of 224 HO R4-7 KEEP RIGHT SIGN PAVING LEGEND EXISTING ASPHALT Z 0 PROPOSED ASPHALT z O U) w LU w Q 0 m KEY MAP DRAWN BRB N.T.S. CHECKED I \ I o f II I I I I / / DAP - EX. 100.00 ROW I / DESIGNED / o I I I BRB \ I I / FILENAME I ` I 0009_INTERSECTIONS T , �p On off.• �E �P� � TIE TO EX. 98.70 I I I I / Q� G� v: O O a� III I �O� o At- .••'G� \ T 0° I I I I S/ON E� \ I m NI \ I I II s717 II I I EX. EOP TO REMAIN AS IS ON / I IIII I ) EAST SIDE OF ROADWAY / T/ TIE TO EX. \ \ \ PAVEMENT 4) 4 � GRADES IIII I / I \\ \ I o EX. 43.80' I I I I I I I I EOP-EOP I IIII I I I I � \ \ \ \ PROP. 43.90' I o - EOP-EOP .0 I I I I / I � Q w 0 PROPOSED ASPHALT TO SLOPE Cl) \ SS\ POWER POLES AND DRY UTILITY R 2 EDGE OF P% FROM ISOPOSED TING PHSPH LALT � �' z I [� I ROADSIDE I W \ PEDESTALS TO B LOC 9 R A A N _I z DITCH Z ERE ATED 8 I `- `= \ \ \ \ .11 9 o I �_I PROPOSED ASPHALT TO SLOPE I CO 9 I 2% FROM EXISTING ASPHALT TO a — 90 EDGE OF PROPOSED ASPHALT \ T904.861 I Q = v PROPOSED ASPHALT TO SLOPE POWER POLES AND DRY UTILITY I � nE 2% FROM EXISTING ASPHALT TO — 4995 PEDESTALS TO BE RELOCATED Ex. \ 1 �, �� 11E TO EX. s4.92 ,0 y � � —I� w � 11E TO EX. I � � W TIE To EX. 91.90 EDGE OF PROPOSED ASPHALT �� PAVEMENT �4996 10 499j PAVEMENT Q co GRADES - ) GRADES G! lE \ \ _ HE � 0 I�t �� —� 0�1€-= — — �€4997� — OHE ��— -LI , -TIE TO EX. �\ sLs3 235' LEFT TURN LANE STORAGE 93.11 _ 0 —FO — — 550 REDIRECT 50:1 _ — _ — Z LU PAVEMENT \ T s3.01 — ) —1 TIE TO • GRADES s1.4o 500 BAY TAPER- �_ — — — — — — — — Ex. ss.00 - - ------ -- r IF v Fro -r I ,— ....F i---- �. wv 4995 'w W � W-o 3: W W W _ `JJ W W W '* ON i / o a_ / 0 Z to o — — _ °°� -- ' `i --MOUNTAIN VISTA DR N � 0 — J a _ � o � — 92 _ R9 1A/ 4995 4996w 49 992- O 93-0w Ld—ELX w w=W _ _ �� T 1 T I�� � — R�d' "-4988- \EX. EOP TO REMAIN AS IS ON �L —` — — _ \ O _ \ � Du i� ,-i w'` I -� �N� EX. EOP TO REMAIN AS IS ON _49s3_ V 4996 SOUTH SIDE OF ROADWAY �� I� 1 I _ / , SOUTH SIDE OF ROADWAY 1 / 90 �S � � � SS \, I I J � , ► ��� � ,� � � � \ III ll `/ � � _ — _ I \ —L ly` � . � � 1 �- � 1,,1a I , � � � �` �� � �. � > > � �— , , � , III► , , � � \ TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE 1" = 50' DATE 50 0 50 100 OCTOBER 2024 scale 1"=50' feet SHEET 191 of 224 z 0 F- V) Q z Of O U) V) w LLI w Q 0 + \ m , 1 DRAWN KE AN y N. S. BRB ` I � 1� �` CHECKED DAP y I DESIGNED BRB ° FILENAME y 0009_INTERSECTIONS I Lj AI y I C y pp0 L/c y y� 4995-- a'� < < —4995 / 1— L �� •....•• �♦ 4996 /oNAl- E y N — 21/ 4990 4995 y 4 4995 o I 4993 y 4991 � N; PROPOSED ASPHALT TO SLOPE 4994 4992, � - PROP. 4994 2% FROM EXISTING ASPHALT TO TEMP BIKE a ° 1- -4995— — — — EDGE OF PROPOSED ASPHALT — —-4995 TEMP -PROP. — - - - - - - - - - - - - - - - - - - - — _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - PROPOSED ASPHALT TO SLOPE- - - - - - - - - - - - - - - - - - - RAMP— -aDI , TEMP BIKE — — — — — — — — 2% FROM EXISTING ASPHALT TO , ° I I i RAMP EDGE OF PROPOSED ASPHALT - rI =5000 4999 Jill Nn dun 3Hn �F ]HO 3 F �HOF 3 H -�=6, —�]Ho F —3 H -� IC� �u , �--� J 3 HO —�- —� ---E— —- - J - T � —� L y ' A�LT l� 235' REDIRECT (50:1)Y '� — y g e 11E TO 250' REDIRECT (50:1) 235 LEFT TURN LANE STORAGE �y � .os — — ° n M�-�-�—A�—"��`° M �M,�11E TO /�i�-� ,MGM ��� \AI —W—� AA .. — — to A M M M �A AAA—L AAA n���� AA AA1' "'� - -IX. 0.42 + 200 TAPER— "' EX. 1 — — // M A^- n,;- M _ M M M � M M M nn nn T nn nn W ,n, �ni �n� V�-1t� M� M M M M M M M M M M_—�M � �M�� I`=��- _ - - - - - - _ _ - - - _- M M W ivy-T�-1C���-1 - - / / I 'to 0- -Co CL — MW w — ? ` �� W ww _ w _5002\- _50p0 — ww aw a w 500 - O� 5000 N GIDDINGS RD J Q M --M — — LU ­77- I - TIE y �l - ,� per' °�-,°I-�°-.I -, -. _ IX 1.115 . 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T.S. o�F •�: LEGEND_ \ ♦ \ / �/ �� / / / / I /� \ X X _ AREA (ACRES) AB—C = BASIN NUMBER FUTURE-2 Y = IMPERVIOUSNESS EXISTING STORM SEWER PROPOSED STORM SEWER ` \ \\ ♦ \ \\ \ ,/ j �� / / \ \ \ \ \ I �o `' MEMO PROPOSED BASIN BOUNDARY PROPOSED CONTOURS • /• ._ \ / ' oo� EXISTING CONTOURS Z FLOW DIRECTION Q FUTURE-3 / 45.80SO FUTURE ROADWAY / � V 1 O \ \ IFRAS7RUCNRE . ,� / CL SHOWIN FOR REFERENCE ONLYy CO 0 5010 \ \ \ \ I. 0 a. C:) CP LO V. jo INTERIM POND 04 . / \ w \ \ \ w INTERIM POND = OUTLET STRUCTURE: .... wLd �\ \ cn fil1 INTERIM �•. . -� .. . r POND - SPILLWAY \ I I; ��\ fr,. /<.' .�/l / 1 I _ 1.- �.• 1►;j � // �_ ;�+.:•' \ \ 1 / � 1 \ TST, INC. \ CONSULTING ENGINEERS 1 ) •.' F ': �. `� ,''P':•.. �; /� , / 748 Whalers Way Suite 200 Fort Collins '/ <� �.. / +'r'•:�-::.,.' �':"' 1 Colorado 80525 Phone: 970.226.0557 JOB N0. :.$ / ,.• ;f�: � _f�'..f�.��,° ''�. 1 \ \ 1230.0009.00 / `• %� \ �•. ,' ��:�:`,,.., �.. \ SCALE ,, -��:� ' •'•-f:' • •fir ; _ I \ I \ DATE / •: '•y` / /F 1 \ \ \ \ 0 10o OCTOBER 2024 / I , 50 50 scale 1"=50' feet I' ; /� •f` I \ \ SHEET 202 of 224 SEE SHEET 201 N 4.08 90.00 G1-9 \ LD 4.52 5 f I - - - - - - - L - 11 - - - - - - - - -- LLJ G1-8 _ / j / m 100.0 mmmmi 0.49 \ \ ' ^. � / / / •+. J I l/ /\ AWN BRB G1-10 \ 88.00 CHECKED WIMP DAP — — — — — — — — — — —— — — — — DESIGNED — I. — - - O� - -- - - - - - - _ - - - 0000 BRB FILENAME 0009—Drainage 0 On . IRE o�P� 1 5000 0.22 G1-13 ,' I / j KEY MAP 77.73 / / / = / l < / ! N T S / / 1 / S�ONAL E� l l �� LEGEND \\ �• / \� I // X X = AREA (ACRES) AB—C = BASIN NUMBER 4999� ' I / Y Y = IMPERVIOUSNESS EXISTING STORM SEWER PROPOSED STORM SEWER MEMO PROPOSED BASIN BOUNDARY PROPOSED CONTOURS 1 1 i\ FUTURE-5 \ // %„ / / , / \ \ / / — o I 1 1 77.50 / y/ / � , / yo EXISTING CONTOURS z FLOW DIRECTION Q 4998 CO co fr f. 4997 14101w WLLI / W 4995 l O,� / // - - LLI A I Oc 4j 1.39 44.40 TST, INC. I / CONSULIING ENGINEERS 748 Whalers Way Suite 200 Fort Collins I 10.23 Phonoe�r970.226 0557 POND 427 JOB NO. 1230.0009.00 3.10 / SCALE 1 pl = 50 O� DATE 50 0 50 10o OCTOBER 2024 scale 1"=50' feet SHEET 203 of 224 SEE SHEET 203 N \ \ I \ \ l 1 \ \ \ LD LLJ LLJ 10 DRAWN B R B ��� \ 75.61 \ I / i /// OFFSITE— CHECKED 20.00 1 4995 / � DAP DESIGNED BRB FILENAME 1.39 / / / / / 0009_Drainage \ GIDDING-2/ \\ 44.40 / y moo;• �o P�o� WV* 03 KEY MA o��'G o�S N . T. S. �F .. 10.23 POND 427 J \\ \ 3., LEGEN D X = AREA (ACRES) AB—C AB—C = BASIN NUMBER Y Y = IMPERVIOUSNESS 01 EXISTING STORM SEWER /// PROPOSED STORM SEWER MEMO PROPOSED BASIN BOUNDARY INTERIM POND 427 PROPOSED CONTOURS Nt EXISTING CONTOURS Z FLOW DIRECTION 0 \` ✓ \ �\ INTERIM POND 427 SPILLWAY INTERIM POND 427 OUTLET / // / / ; W W STRUCTURE \ / / /// / i CO CO m = a Z a. f fr N1 VO/T TST, INC. CONSULIING ENGINEERS 748 Whalers Way Suite Fort Collins Colorado 80525 �4,j-,1` � Phone: 970.226.0557 j JOB N0.\ 1230.0009.00 SCALE ry r DATE Y - / � T \ \\ \\\ >✓ � \ \ \ \ �� \\\\\ � 50 0 50 100 OCTOBER 2024 scale 1"=50' feet SHEET 204 of 224 N TI T'\ - LD I \ U) \ \ LLJ Z \�� �\ PROP. OFFSITE DRAINAGE SWALE N w LW \ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J w ) / \ _ W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N DRAWN BRB CHECKED DAP DESIGNED BRB -1 T FILENAME 0009_Drainage INV �\ - \ KEY MAP Q��o ��o�So.At- LEGEND O X X = AREA (ACRES) —C W AB—C = BASIN NUMBER m Y Y = IMPERVIOUSNESS w uwj EXISTING STORM SEWER - -_-:] PROPOSED STORM SEWER C — — — — — — MEMO PROPOSED BASIN BOUNDARY - - - - - - — — — — — — — — — — — — — - - - - - - - - - - - - — _ , � PROPOSED CONTOURS EXISTING CONTOURS w - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - =- - - - - - - - - - Z VO) / I FLOW DIRECTION Q - C , _ F (1) Z o- G w Lu � C CO r Q = z a Q o Q II I I \ x I w PROP. OFFSITE DRAINAGE SWALE PROP. PIPE DESIGNED ! I I 1 I I BY OTHERS I I I I I I I I II I I I EXISTING ANHEUSER—BUSCH POND / � �j � I-T IT , -� �, �1 I ► I I x I I I // � TST INC. CONSULTING ENGINEERS lers Way Suite 8200aFo t Collins Colorado 80525 I , Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE 1„ = 50P 50 0 50 100 DAB OCTOBER 2024 scale 1"=50' feet SHEET 205 of 224 PLAN WATER LINE EASEMENT �~RIGHT OF WAY PRECAST CONCRETE T(MIN.) HYDRANT:AWWA C502 W/1" M.H. SECTION SQUARE OPEN RIGHT OPERATING NUT zo PAVEMENT IF REQUIRED O\ C_., z 0- � Z � \" n O w CO Ld 3"MIN / j _ ,'gyp O TRACER WIRE TERMINAL BOX I j 2' GALVANIZED STEEL D OFFSET TO SIDE < E \\\ \\ PIPE AIR VENT LINE SEE PLAN VIEW VALVE BOX I POLYETHYLENE POLYETHYLENE _ 3"MIN // / BOND BREAKER �� BOND BREAKER _ \ / \ \ \ �_ 1 2„-2 4" ROAD SURFACE 4'.0" UNDISTURBED SOIL \��V/ - \ UNDISTURBED SOIL TYPICAL BEND TEE TRENCH ZONE \��\ LLI (BACKFILL) 0 4'-0"x1'-0"x0'-6" 0 T - CONCRETE 000( )\ COMPACTED GRANULAR \ POLYETHYLENE \ \\/ \\/\\ FOOTINGS O �j MATERIAL m POLYETHYLENE BOND BREAKER // NOTE: `� COMPACTED 54"MIN. \\ VALVE LOCATION FILL BORROW DITCH BOND BREAKER / % �i \ \ \/ GROUT ALL PIPE �. /� 66"MAX. DRAWN \\ \/ \� 12"(TYP) PENETRATIONS BRB \\� + \/� \� 4.5'MIN.COVER TRACER WIRE CHECKED 3 DIA. p \/ \\ \j \ \ \\ OR INSULATED SWIVEL TEE \/ \j / / (4'x8'xZ'BLUEBOARD) THRUST DAP BEARING SURFACE \/ BEDDING //\// \1 MIN. V l'I v V BLOCK / O O O O O \/\/ SECTION A-A �� DESIGNED \\� MATERIAL \�/ j\\ \ O O O O O O \/\\/ 1' (NOTE3) BRB BEARING SURFACE O FROST PROOF M.H. COVER 2"GALVANIZED AIR SCREEN HYDRANT DRAIN OPE INGS (NOTE 2) FILENAME `\ 4 4 OF OBSTRUCTIONS a 0009_Details UNDISTURBED SOIL UNDISTURBED SOIL j\\ \ Op OO� oO� O� \ \\\ VENT LINE(NOTE 1) "X1" MESH MUST REMAIN CLEAR o 0 PLUG TYPICAL CROSS-SECTION BEDDING ZONE j\// O O \//\/ PRE CAST CONCRETE III-GROUT III THRUST 6"C900 DR18 PVC PIPE a o / \/\\ UNDISTURBED SOIL GRADE RINGS BLOCK a . O O \ \ `/ (NOTE 3) RESTRAIN ALL JOINTS o �P�•••L�C BEARING AREAS FOR VARIOUS FITTINGS (FT2) X� \ O O O O \/�\� M.H. STEPS T SIZE TEE&PLUG 90°BEND 45°BEND 22 °BEND 11 °BEND �\/\\/\ �� \/\ COMPACTED 3'-6°MIN.0 1 18" RESILIENT SEAT GATE VALVE ND BREAK \/ O.D. OR 4" MIN. D O O \GRANULAR MATERIAL AIR RELEASE& NOTE 4 FLEXIBLE 6" 4.0 5.5 3.0 1.5 1.0 \ \ 4 \ VACUUM VALVE PLAN VIEW �� G • Cv 8" 6.5 9.0 5.0 2.5 1.5 I O O / BRASS NIPPLE COUPLING CONCRETE BLOCK TRACER WIRE TERMINAL BOX INSTALLATION e� I SADDLE, FLANGE, _ _ HYDRANT GRAVEL 0 • 12" 14.0 20.0 11.0 5.5 3.0 \ - \ \� / L O ••••••• �G\ 1s^ z5.a 35.0 19.0 10.0 5.0 \ \j\j/\//\ PIPE SUBGRADE; STABILIZATION OR BOSS (NOTE 3 6 0 o S�ONAL 20" 38.0 54.5 29.5 15.0 7.5 / FITTING(BRASS) G.V. O \ \ \ \ \ \ MATERIAL IF REQUIRED o 0 24^ 55.5 78.5 42.5 22.0 11.0 \ \ \ \ \ \ \ \ \ SCREEN q'xq"MESH NOTES: 30" 86.5 175.0 66.0 34.0 17.0 ' / / / GROUT NOTES: 1 BOULDENO RS,ETING C.),RTREES,SHRUBS, ETAINING WALLS OR 36" 124.0 175.5 95.0 48.5 24.5 \ �\ �\ �\ �\ �\ �\ �\ �\ �\ �\ CONCRETE FOOTINGS > 1. VENT TO BE SURFACED AT FENCE LINE, FENCES ALLOWED WITHIN 10'OF FIRE FIRE HYDRANT 42" 168.0 237.5 128.5 65.5 33.0 W/244 BARS O JInC, l/ O. HYDRANT. JG IRRIGATION DITCH OR AS ELSEWHERE _ SPECIFIED BY DISTRICT. 2. IF COVER SITUATED WITHIN GRAVEL 2. FIRE HYDRANT PIPING,VALES,ETC.SHALL 2'-0" NOTES: COMPACTED 0 p(_ ROADWAYLEAVE COVER 4"BELOW BE DOUBLE WRAPPED IN POLYETHYLENE. 1. ALL CONCRETE SHALL BE POURED AGAINST UNDISTURBED EARTH GRANULAR MATERIAL JrIor) vOO� SURFACE 3. IF REQUIRED BY DESIGN ENGINEER OR TRACER WIRE TERMINAL BOX INSTALLED EITHER RIGHT n^ 3. GATE VALVE SIZED PERAIR VALVE ELCO OR LEFT OF EACH FIRE HYDRANT ASSEMBLY 2. ALL FITTINGS&PLUGS MUST BE WRAPPED WITH POLYETHYLENE TO PREVENT CONCRETE FROM ADHERING TO THE 4. LOCATE PER FIELD CONDITIONS BOLTS OR PIPE. 4'-0" I.D - Date File No. Date File No. Date File No. Date File No. y� IIMEgC�Gy Designed NIA N/A esd010_t)picalthnrst y1 ,MERC�G� Designed NIA N/A e,d006_beddmg_c%ss �� ®®y Designed NIA N/A e,d001_oiruoc y1 ,MERC�G� Designed NIA N/A esdO17-fire_h.rodront EAST LARIMER COUNTY WATER DISTRICT E✓V B/20 Drawing No. EAST LARIMER COUNTY WATER DISTRICT E✓V 08/2o Drawing No. EAST LARIMER COUNTY WATER DISTRICT RKB 08191 Drawing No. EAST LARIMER COUNTY WATER DISTRICT E✓V 8120 Drawing No. Drawn Drawn Drawn Drawn �CO EJV B/20 020 ELCO EJV 10/21 oos � f0 EJV B/2, 001 ELC� EJV B/21 017 TYPICAL THRUST BLOCK Revised TRENCH AND BEDDING DETAIL Revised AIR RELIEF / VACUUM VALVE WITH VAULT Revised TYPICAL FIRE HYDRANT INSTALLATION Revised NOT TO SCALE !yq `�h NOT TO SCALE NOT TO SCALE lj,A `�h NOT TO SCALE 01 Approved RS 8/20 Sheet 01 of Ol 1fROils, Approved RS 8/21 Sheet 01 of 01 �1U1 Approved RS B/21 Sheet 01 of 01 1fROils, Approved RS 8/21 Sheet 01 of 02 z CENTERLINE SECTION 2' (MIN) TRENCH 2' (MIN) O J - Q c CARRIER PIPE CASING \ / > LU 00 TRENCH WIDTH TABLE D W 0 CO PVC OR DUCTILE IRON PIPE Q MAXIMUM CASING SPACERS - MIN. 3 PER PIPE SECTION ON 6' CENTERS O-RING OR WATERSTOP SEE TRENCH WIDTH TABLE PIPE DIAMETER TRENCH WIDTH > (INCHES) (INCHES) SEAL ENDS WITH HIGH DENSITY GASKET REQUIRED IF 12" MIN. RUBBER SEAL & STAINLESS FLOWFILL IS USED STEEL BANDS CLAY EARTH MATERIAL 4 28 (NOTE 3) Z c/ WATER LINE PIPE 6 30 0 8 32 10 34 U END SECTION MIN. 2 FT. OR AS /\ /\ 12 36 DETERMINED BYGEOTECH 14 38 I 1 " MIN ENGINEER NICAL LIMITS OF TRENCH \\ \/ 16 40 \ CASING \\�j\\j\\j\\j\ 18 42 2'-0" � \�0<// \�/\�\ 24 46 / CARRIER PIPE (MIN.) WATER LINE I LIMITS OF CLAY CUT-OFF WALL PIPE BELL - Z Date File No. �y�`pQl1MEA�OGs Designed NIA N/A esd023_trench_de1o11 EAST LARIMER COUNTY WATER DISTRICT NOTES: � f� Drawn RKB 10/91 Drawing No. TRENCH DETAIL E✓v B/20 OT CASING SP-ACER ASSEMBLY 1. CLAY SHALL BE COMPACTED TO 95/o Revised Sheet 01 of 01�A01� Approved RS B/20 NOT TO SCALE MAXIMUM DENSITY. NOTE: 2. CLAY MATERIAL TO BE CLASSIFIED AS SC, SEE SPECIFICATIONS FOR ACCEPTED CASING SPACER AND END CL OR ML-CL. SEAL MANUFACTURERS AND MODELS. 3. FLOWFILL MAY BE USED INSTEAD OF CLAY TST, INC. MATERIAL IF APPROVED BY DISTRICT. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Date File No. Date File No. Colorado 80525 A R1MER�OGy Designed N N/A esd004_buried-casing ��`pR�MER�pGy Designed NIA N/A esd007_cut_ol!_wo11 Phone: 970.226.0557 EAST LARIMER COUNTY WATER DISTRICT Drawn Drawn RKB 12/9J Drawing No. EAST LARIMER COUNTY WATER DISTRICT RKB 10/01/91 Drawing No. JOB NO.BURIED CASING DETAIL E✓v B/20 004 f� 007 �AIE t Revised NOT TO SCALE �AIE � CUT-OFF WALL Revised E V B/21 NOT TO SCALE 1230.0009.00 01 Approved Approved RS B/20 Sheet 01 of 01 B01St Approved RS B/21 Sheet 01 of 01 SCALE NTS DATE OCTOBER 2024 SHEET 206 of 224 SINGLE METER LAYOUT INSTALLATION DETAIL BUTTERFLY VALVE DETAIL Z 0 PROPERTY LINE �% O 0 BOX INSTALLED TO GRADE \ U) w a' INDIVIDUAL TO EITHER RIGHT OR LEFT SECTION A-A > SERVICE LINE LLJ OF ALL NEW FIRE HYDRANT i \ I ASSEMBLIES VALVE BOX WATER LINE SINGLE METER , UTILITY BUTTERFLY VALVE PIT ' F EASEMENT (AWWAC504) I , w —_iMECHANICAL JOINT � 1 = WATER LINE (RESTRAINED) VARIES —III— — NOTE: m / /\ ALL VALVES OPEN LEFT _1 DRAWN (NOTE 1) ' BRB , CHECKED DAP NOTES: NOTE 1 VALVE OPERATOR W w W w W 1: See Meter Pit Detail DESIGNED 2: Distance may need to LOOP TRACER BRB be modified if drainage WIRE INTO BOX GATE VALVE DETAIL FILENAME or other site specific TOP OF VALVE BOX SHALL 0009_Details conditions dictate "WATER"VALVE TOP BE SET!'-1"BELOW DUAL METER LAYOUT changes to these o 0 0 � p SURROUNDING ASPHALT dimensions. TRACER WIRE _ 6° ��\���������i/\ APO L/C PROPERTY LINE 12-GUAGE \ O •••••• 3-, i o� o 0 0 o c \\ VALVE BOX SHALL BE SCREWED DOWN 6" \/O•�p.N `,P� //, OR AS DIRETED PER ELCO INSPECTOR 7- Q�Q�`\G��O a INDIVIDUAL INSULATED < %/ &BURIED BELOW GRADE IF INSTALLED v SERVICE LINE o 0 0 0 0 0 o c \/j, INANON-PAVED ROADWAY • G SOLID \J (TYP.) COPPER < NOTES: O O O O 18n 1. VALVE BOXES SHALL BE 0 0 0 0 0 0 _ CENTERED AND PLUMB OVER ` •� OPERATING NUT. DUAL METER UTILITY o 0 0 0 0 0 o c 2. BACKFILL AROUND VALVE ��� ••�G�� PIT EASEMENT /\\/\\ 3-PIECE VALVE Box •NAL < BOXES SHALL BE HAND PLACED � S/ONAL � AND COMPACTED FOR A i\/\/ 0 0 0 0 0 0 o c MINIMUM 4'RADIUS AROUND j�\j VALVE BOX // 2"OPERATING NUT OPEN LEFT VARIES CLEAN 4" ROCK /`�� ��i��i,; COMPACTED SOIL 2 W \\ (NOTE 1) NOTES: TRACER WIRE TAPED _ /�\j/ /�// / .� TO TOP OF PIPE 1. BOX & LID ASSEMBLY SHALL BE CAST IRON WATER LINE TYLER SLIP-TYPE MODEL 6865 (TOP ONLY) OR APPROVED EQUAL. 2. TRACER WIRE SHALL NOT BE INSTALLED W W W W W (BROUGHT TO SURFACE) IN VALVE BOXES. MECHANICAL JOINTS(RESTRAINED) GATE VALVE(AWWA C500) Date File No. Date File No. Date File No. Designed Rs 07129120 e5d01J melerpit/00Ut y� MERC, Designed NIA N/A esd012_trocer wire_box �� ®� Designed RKB 08/91 eSdOIL uo/14e detoil EAST LARIMER COUNTY WATER DISTRICT E✓V 07129120 Drawing No. EAST LARIMER COUNTY WATER DISTRICT E✓V 9120 Drawing No. EAST LARIMER COUNTY WATER DISTRICT E✓V 08/20 Drawing No. Drawn Drawn Drawn WATER METER LAYOUT DETAILS Revised RS 07129120 Old �� Revised Revised TRACER WIRE BOX DETAIL E✓v '°/2' 021 VALVE DETAIL 016 Z J E✓V a/21 !y NOT TO SCALE ty G� NOT TO SCALE !y NOT TO SCALE O _ grER01S Approved RS 07/29/20 Sheet Ol of O1 grfR0lSt Approved RS B/21 Sheet O1 of O1 AIfRUISSR� Approved RS 9/21 Sheet 01 of 01 c no Q M DCO 0 CO SURFACE U > a � \, WATER MAIN CONSTRUCTION: CROSSING UTILITY INSTALL MEGALUG IF WATER MAIN IS BEING CONSTRUCTED OVER STORM SEWER EXISTING WATER LINE FLOW FILL EXTEND 3' EACH RETAINER GLANDS (TYP.) CULVERT WITH LESS THAN MINIMUM COVER, BLUE-BOARD COVER 45° BENDS (TYP.) WAY FROM CENTER z co LESS THAN MIN. TOP OF WATER MAIN FULL WIDTH OF TRENCH EACH WAY UNTIL 4.5' OF WATER LINE BELOW 0 z (4.5' NORMAL MIN. COVER) MINIMUM COVER IS AGAIN OBTAINED O REALIGNED WATER LINE 1" MIN. BLUE-BOARD WATER MAIN a H (NOTE 4) GRAVITY ANCHOR (TYP.) C . 4 1 (NOTE 5) 4' _ THRUST BLOCK 1" MIN. BLUE-BOARD Q I 8 8' _ (TYP.) (NOTE 5) 1.5' MIN. (FULL TRENCH WIDTH) STEEL CASING (NOTE 4) GENERAL NOTES: 1. SEE THRUST BLOCK DETAIL FOR SIZING. 2. ALL FITTINGS & JOINTS IN LOWERING AREA TO BE RESTRAINED WITH MECHANICAL JOINT RESTRAINTS. STORM SEWER CULVERT CONSTRUCTION: 3. ALL D.I.P PIPE & FITTINGS SHALL BE DOUBLE WRAPPED WITH POLYETHYLENE ENCASEMENT. IF STORM SEWER CULVERT IS BEING CONSTRUCTED 4. IF CLEARANCE "H" IS LESS THAN 18", INSTALL STEEL CASING WHEN CROSSING UTILITY IS 24" DIAMETER OR UNDER EXISTING WATER MAIN. BLUE-BOARD TOP OF GREATER, OR AS REQUIRED BY ELCO BASED ON SITE SPECIFIC CONDITIONS. FOR CROSSING UTILITY OF CULVERT THE FULL WIDTH OF TRENCH TO 4' EACH DIAMETER LESS THAN 24", CASING IS NOT REQUIRED UNLESS SPECIFIED BY ELCO PER SITE SPECIFIC WAY FROM CROSSING. CONDITIONS. 5. ANCHOR AND THRUST BLOCKS TO BE INSTALLED ONLY IF ADEQUATE MECHANICAL THRUST RESTRAINT CANNOT BE PROVIDED OR AS REQUIRED BY DESIGN ENGINEER OR ELCO. ENGINEER TO DETERMINE DISTANCES TO BE RESTRAINED. STORM SEWER CULVERT TSTr INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins �11MERC Date File No. Date File No. Colorado 80525 RIMER Phone: 970.226.0557 EAST LARIMER COUNTY WATER DISTRICT Designed R A N/A esawi crossing curert ��� COGyi EAST LARIMER COUNTY WATER DISTRICT Designed NIA V NIA12 erawin m0i2lowering JOB NO. Drawn RKB 05/03 Drawing No. �. Drawn EJV 8/20 Drawing No. 1230.0009.00 a�7 ElCO INSULATED WATER MAIN AT STORM SEWER OR CULVERT CROSSING E✓v 9/21 E✓v 9/21 019 Revised TO SCALE ,� Revised SCALE NOTOT WATER MAIN LOWERING W E R I N G DETAIL NOT TO SCALE �R ols� RS 9121 �1►ols RS 9121 N TS Approved / Sheet 01 of 02 Approved / Sheet O7 of Ol DATE OCTOBER 2024 SHEET 207 of 224 ° ° A A ° @ COMPACTED MANHOLE SIZE TABLE MATERIALKO z °� � ® MATERIAL � PIPE SIZE MH DIA. BENCH, MANHOLE SIZE TABLE B C V) a- (IN.) (MIN.)(IN.) SLOPE=2"/FT. ° PIPE SIZE MH DIA. BENCH, ® v 15 OR LESS 48 (TYP) (IN) (MIN)(FT) SLOPE=2"/FT. N w 18 TO 30 so PLAN 15 OR LESS 48 (TYP) OVER 30 72 18 TO 30 60 PLAN DOWN PIPE m v w MH FRAME AND COVER HS20 2' RING&COVER-SET a Q PARALLEL TO FINISHED OVER 30 72 DIAMETER LOADING RATED OR EQUAL SURFACE DROP BOWL TOP VIEW DROP BOWL FRONT VIEW - v Z MH FRAME AND COVER B DROP BOWL MOUNTS TO WALL - GROUT HS20 LOADING RATED PRE-CAST GRADE RINGS OR EQUAL 2 RING&COVER-SET TO WITH RELINER STAINLESS STEEL PRE-CAST ECCENTRIC CONE PARALLEL FINISHED SURFACE HOOD ANCHOR BOLT ASSEMBLIES A 1 Q 91, GROUT HOOD BOLTS TO DROPLjj PRECAST GRADE RINGS C DROP BOWL BOWL WITH INCLUDED o o STAINLESS STEEL BOLTS C° M PRE-CAST REINFORCED SECTION VIEW INSIDE LIP TO BE HIGHER CONCRETE MANHOLE BARREL PRE-FORMED PLASTIC GASKETS 5"MIN THAN OUTSIDE LIP PER ASTM-C478 WITH STEPS AND EXTERIOR JOINT WRAP. INCOMING PIPE m DOWN PIPE RELINER AVAILABLE FOR ALL SIZE DROP BOWL DRAWN O PRE-CAST REINFORCED DIAMETER DROP BOWLS PRE-FORMED PLASTIC GASKETS TOP OF BENCH FLEXIBLE PIPE BRB z 0 U) CONCRETE MANHOLE BARREL A PIPE PENETRATION O O = AND EXTERIOR JOINT WRAP. DROP BOWL SIDE VIEW OPTIONAL FORCE LINE HOOD COUPLER PER ASTM-C478 WITH STEPS 1 GASKET PLACED IN CORE 4000 PSI i+ � 2'MIN. CHECKED DAP O TO ACCEPT PIPE RELINER STAINLESS z N z TOP OF BENCH DROP BOWL SELECTION CHART 2'MIN. A PIPE PENETRATION BRACKET @ 4'SPACING ° 3" 12"CENTERS DESIGNED m _-w STEEL PIPE SUPPORT CONCRETE #5 BARS ON DOWN PIPE DIAMETER O 1 GASKET PLACED IN CORE _ a MANHOLE DIAMETER TO ACCEPT PIPE ° - FLAT WALL 4'DIA S DIA 6'DIA 7-8'DIA 9-12'DIA (MIN.OF 2 PER DROP) a 4" A4FDB A4DB A4DB A4R96 A4R96 A4R96 DOWN PIPE NOTES: BRB 4• 6" A6FDB A6DB A6DB A6R96 A6R96 A6R96 / Qp FILENAME 6 8"aMIN. 8" B8FDB B8DB B8DB B8DBR84 B8DBR84 B8R144 RELINER STAINLESS J 1. SEE PLAN &PROFILE FOR CASING LENGTH PRE CAST MANHOLE BASE &DEPTH. 0009_DetailS MIN. 12"COMPACTED 3/4" AND FIRST BARREL SECTION 10" B10FDB B10DB B10DB 610R96 B10R96 B10R144 STEEL PIPE SUPPORT �a Q CAST MONOLITHIC ASTM-C478 12" 24/12FDB 24/12R60 24/12R60 24/12R60 24/12R96 24/12R144 BRACKET 6„ W SCREENED ROCK 15" 24/15FDB 24/15R60 24/15R60 24/15R60 24/15R96 24/15R144 w 2. SEE DRAWING FOR DIA.AND SLOPE. 8"-MIN. PRE-CAST MANHOLE BASEME& BEND AT OUTLET Pp0 L/� z a VARIES 18" 30/18FD6 30/18R60 30/18R60 30/18R96 30/18R144 MIN. 12"COMPACTED 3/4" AND FIRST BARREL SECTION 21" 36/21FDB 36/21R60 36/21R144 w + PN••• P� CAST MONOLITHIC ASTM-C478 8 a ° SANITARY SEWER LINE SCREENED ROCK a 24" 48/24FDB 48/24R72 48/24R96 48/24R144 w VARIES SECTION VIEW 30 DROP BOWL DIMENSIONS MADE IN U.S.A. . #3 STIRRUPS ON • DOWN PIPE DIAMETER ANCHOR BOLT CANADIAN PATE#722169565 / 18"CENTERS \Q�\G Go\vS�� SECTION VIEW a• SERIES WIDTH"A" DEPTH"B" HEIGHT"C" QUANTITY&TYPE o PIPE SIZE W A B QF-� Q� GENERAL NOTES: GENERAL NOTES: A4 4" 12" 9.5" 8.9" 4-1"TAMP-IN F 1. ALL CONCRETE WORK SHALL COMPLY WITH LATEST ACI-318 SPECIFICATIONS. ° / \ 1. ALL CONCRETE WORK SHALL COMPLY WITH LATEST ACI-318 SPECIFICATIONS. A6 6" 12" 11.1" 8.8" 4-1"TAMP-IN c 8" 4" 4" 4" a \v V V SECTION q 10„ 4" 4" 4„ S, ••••••�� 2. SLOPE THROUGH MANHOLE SHALL HAVE A MINIMUM OF 0.2FT DROP FROM a 2. SLOPE THROUGH MANHOLE SHALL HAVE A MINIMUM OF 0.2FT DROP FROM SECTION A B8 8" 18" 13.0" 11.5" 4-1"TAMP-IN �_,4 8 TONAL ENTRANCE THROUGH EXIT. ENTRANCE THROUGH EXIT. 1 B10 10" 18" 13.5" 11.5" 4-1"TAMP-IN 1 12" 4" 4" 4" I ° _ Is 24/12 12" 24" 16.5" 15.0" 6-1"TAMP-IN TYPICAL INSTALLATION 8 3. JOINT SEALANT SHALL BE TWO(2)ROWS OF PRE-FORMED PLASTIC ROPES ON INNER 3. JOINT SEALANT SHALL BE TWO 2))ROWS OF PRE-FORMED PLASTIC ROPES ON INNER AND OUTER RINGS AND ONE(1)EXTERNAL RUBBER SLEEVE. s AND OUTER RINGS AND ONE(1)EXTERNAL RUBBER SLEEVE. 24/15 15" 24" 19.3" 15 8" 6-1"TAMP-IN 30/18 18" 30" 23.5" 18.5" 6-1"TAMP-IN - 12 4. HAND SHAPE FLOW CHANNEL AS NECESSARY AROUND PIPE TO PROVIDE DRAINAGE SECTION A m 4. HANDTH SHAPE STA FLOWDING WATER(SEE SECTION A)Y AROUND PIPE TO PROVIDE DRAINAGE 36/21 21" 36" 31.6" 23.0" 8-3"WEDGE mo WITH NO STANDING WATER(SEE SECTION A). 1 48/24 24" 48" 30.5" 30.0" 10-3"WEDGE 5. FOR DEEP MANHOLES SEE SPECIFICATIONS. 0 5. FOR DEEP MANHOLES SEE SPECIFICATIONS. z g PREPARED BY: RRL �pEa sq�� PREPARED BY: RRL `oEA sen� `oEe sgni g PREPARED BY: RRL h� t9. CONCRETE ENCASEMENT APPROVED BY: BZ STANDARD MANHOLE m ° APPROVED BY: BZ FLAT TOP MANHOLE m ° INSIDE DROP m <- APPROVED BY: BZ m ORIGINATION DATE: 10/24/2014 ORIGINATION DATE: 10/24/2014 ORIGINATION DATE: 10/24/2014 MANHOLE DETAIL ORIGINATION DATE: 10/24/2014 DETAIL PHONE:(970)498-0604 PHONE:(970)498-0604 PHONE:(970)498-0604 PHONE:(970)498-0604 REVISION DATE: 01/05/2017 WWW.BOXELDERSANITATION.ORG REVISION DATE: 01/05/2017 WWW.BOXELDERSANITATION.ORG REVISION DATE: WWW.BOXELDERSANITATION.ORG REVISION DATE: WWW.BOXELDERSANITATION.ORG 45° ELBOW TRENCH 2 ASPHALT OR % � HARD SURFACE j 6"PERFORATED ` SEWER UNDERDRAIN 1 \ .4"PVC Sao"E PEE- MANHOLE C_� F_ FINISH GRADE \ W Q x AIRTIGHT PLUG WITH Q Q / 41N.X 41N. MARKER M M z VALVE BOX WITH LID Z % / W W MARKED"SEWER" SERVICE WYE UNYIELDING PIPE BEDDING OF D O Z CONCRETED ROCK OR LEAN �/� / / UPSTREAM SIDE CLAY EARTH MATERIAL co WATER TIGHT \ co OF MANHOLE O-RING OR WATERSTOP Q SCREW CAP / SEWER GASKET REQUIRED WITH T 4"PVC SDR 35 PIPE& \ MAIN LINE PVC PIPE PIPELINE a i w FITTINGS(TYP) FROM / / COMPACTED GRANULAR BOTTOM OF j / MATERIAL > 0 BEDDING ZONE TO TOP OF ELBOW PLAN VIEW 8 IN. PVC SEWER PIPE _ H Z co \ PLAN VIEW MIN.2 FT. ORAS ` SEWER DETERMINED BY O Z PERMEABLE MAIN LINE GEOTECHNICAL O 4"WYE % GEOFABRIC WRAP 4"x45° ELBOW 24"MAX. ENGINEER LIMITS OF TRENCH // 3/4"MINUS WASHED ROCK U / COMPACTED % GRANULAR MATERIAL / 4 IN.x 4 IN. MARKER \\� /\\//\\//�\ + TRENCH � �/%\\//%\�// /�\/�\\/�\ 1 PIPELINE // LIMITS OF CLAY TO COLLECTOR FROM HOUSE / / iv SERVICE CLEAN-OUT \/\/\/` /\/\/\/ CUT-OFF WALL LINE OR BUILDING / PVC SEWER PIPE \\ \\ \� 45'BEND ONLY REQUIREMENTS: A CLEAN- OUT SHALL BE INSTALLED AS \ \ NEAR AS PRACTICAL TO /\\// w CONTINUATION OF 9 CONNECTION WITH i///\//\// / SECTION VIEW SEWER LINE F RA O� BUILDING. j\\j\\ UNDISTURBED 3 \/\\//j�\\�\/j\i/\�\/\�%/\�i/�i/\�i//\�i/\�i/\ SOIL � NOTES: w j UNDERDRAIN: PERFORATED, CORRUGATED H y / AIR TIGHT PLUG HDPE BY ADVANCED DRAINAGE SYSTEMS MAINTAIN 6"MIN. 1. CLAY WALL EXTENDS A MINIMUM OF V-0" SERVICE CLEAN-OUT REQUIREMENTS ! v OR APPROVED EQUAL GRAVEL FILTER SURROUND INTO UNDISTURBED SOIL ON EACH SIDE AND ON BOTTOM OF TRENCH. % 1. SEWER SERVICE CLEAN-OUTS SHALL BE INSTALLED AS NEAR AS / % UNYIELDING PIPE BEDDING OF SECTION VIEW - PRACTICAL TO CONNECTION WITH THE BUILDING, AND AT AMAXIMUM COMPACTED ROCK OR LEAN 2. CLAY MATERIAL TO BE CLASSIFIED AS SC, SPACING OF 100'. NO SINGLE BEND GREATER THAN 45°SHALL BE /\/\/\ CONCRETE S NOTES: CL OR ML-CL. ALLOWED. 1. UNDERDRAIN INVERT TO BE LOWER THAN SEWER INVERT AT ALL PLACES. o` o 0 2 MAINTAIN POSITIVE SLOPE OF UNDERDRAIN TO DAYLIGHT. of 3. 3000 PSI CONCRETE MAY BE USED INSTEAD 2. CLEAN OUTS SHALL MEET ALL REQUIREMENTS OF THE UNIFORM PLUMBING CROSS SECTION OF CLAY MATERIAL, IF APPROVED BY CODE. - - 3. MAINTAIN 6"MINIMUM OF SQUEEGEE AROUND UNDERDRAIN. - BOXELDER SANITATION DISTRICT 4. SEE TYPICAL TRENCH DETAIL. ENGINEER. NOTE: WYE CONNECTION NOT 5. BSD SHALL NOT ASSUME OWNERSHIP OF UNDERDRAINS AND WILL NOT BE ALLOWED ON VCP. RESPONSIBLE FOR MAINTENANCE OF SAME. S PREPARED BY: RRL `pER sq�� PREPARED BY: RRL 41111", q� PREPARED BY: RRL `pER sq,�� PREPARED BY: RRL `p °� TST INC. y ryr9APPROVED BY: BZ SERVICE CLEAN-OUT $ o APPROVED BY: BZ SERVICE WYE DETAIL % APPROVED BY: BZ m % APPROVED BY: BZ LAY CUT-OFF m o CONSULTING ENGINEERS w w w UNDERDRAIN DETAILWALL DETAIL ORIGINATION DATE: 10/24/2014 DETAIL ORIGINATION DATE: 10/24/2014 ORIGINATION DATE: 10/24/2014 ORIGINATION DATE: 10/24/2014 7e Whalers Way Suite 200 Fort Collins PHONE:(970)498-0604 PHONE:(970)498-0604 w PHONE:(970)498-0604 PHONE:(970)498-0604 REVISION DATE: WWW.BOXELDERSANITATION.ORG REVISION DATE: 01/05/2017 WWW.BOXELDERSANITATION.ORG REVISION DATE: WWW.BOXELDERSANITATION.ORG REVISION DATE: WWW.BOXELDERSANITATION.CRG Colorado 80525 Phone: 970.226.0557 JOB NO. 0 1230.0009.00 SCALE N TS DATE OCTOBER 2024 SHEET 208 of 224 6'-4" INLET 8" L=5'-0" 11-4 16-4 * GENERAL NOTES' BAR # ALL INLETS INLETS:H <5 FT. INLETS:H >5 FT. TT T GENERAL NOTES B 51/z" L=10'-0" L=15'-0" B" FOR LENGTH (L)10 FT.OR MORE,PROVIDE BARRIER MARK OR D.C. TYPE L=5 FT. L =10 FT. L =15 FT. L =10 FT. L =15 FT. V lvl P 1. CONCRETE SHALL BE CLASS B.INLET MAY BE CASTAN-PLACE OR PRECAST. MAINTENANCE ACCESS AT BOTH ENDS WITH CURB FACE SEE SHEET 2. SPACING 1 f SEE NOTE 11 409 409 5 TRANSITION SIZE �O 2. CONCRETE WALLS SHALL BE FORMED ON BOTH SIDES AND SHALL BE 8 INCHES THICK. AN ADDITIONAL MANHOLE RING AND COVER. N0.REQ'D. LENGTH N0.REQ D. LENGTH N0.REQ'D. LENGTH N0.REQ'D. LENGTH N0.REQ D. LENGTH I A - - - - - - - - 409 J 3. INLET STEPS SHALL BE IN CONFORMANCE WITH AASHTO M 199. r- A CUT REINFORCEMENT BAR ACCORDINGLY. WHEN A TYPE R 401 4 I1" II 15 21 26 11 11 403 503 4. CURB FACE ASSEMBLY SHALL BE GALVANIZED AFTER WELDING. 601 601 601 ♦ INLET IS USED WITH 402 4 11" II 7 13 18 7 7 ' 3� STATION POINT AT MIDPOINT MOUNTABLE CURB AND / / 1 v 5. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 74 OF A INCH.CURB AND GUTTER 36° 403 OF INLET ALONG FLOWLINE GUTTER,5 FT.TRANSITION 403 4 9' II 4'-0" 4'-0' 4'-0" 4-0' 4'-0' CORNERS SHALL BE FINISHED TO MATCH THE EXISTING CURB AND GUTTER BEYOND 3 RODS 5 RODS ENDS OF 8 I BEAM SHALL BE CONSTRUCTED. MOUNTABLE THE TRANSITION GUTTER. Z FACE OF 8"O.C. IN 10' IN 15' � TRANSITION SHALL BE PAID CURB FACE 405 4 6" VI 11 6'-10" 21 6'-10" 31 6'-10" 11 6'-10" 11 6'-10" J __ __ O_ CURB 3 CLR. FACE OF c 6. REINFORCING BARS SHALL BE DEFORMED AND SHALL HAVE A 2 INCH MINIMUM INLET INLET FOR AS CURB AND GUTTER. MOUNTABLE 406 4 6" VIII 7 T-10" 7 13'-10" 7 18'-10" 7 8'-10" 7 8'-10" - - CLEARANCE.ALL REINFORCING BARS SHALL BE GRADE 60 AND EPDXY COATED. _ -- CURB CURB AND GUTTER 407 4 9" II 5'-10" 10'-10" IS'-10" 5'-10" 5'-10" 7. DIMENSIONS AND WEIGHTS OF TYPICAL MANHOLE RING AND COVER ARE NOMINAL. Z + + _ _ + _ _ _ TRANSITION CURB 408 4 12" II 3 6'-10" 3 11'-10" 3 16'-0" 3 11'-10" 3 16'-0" 8. MATERIAL FOR MANHOLE RINGS AND COVERS SHALL BE GRAY OR DUCTILE CAST O C� - - - - - - - - -- --- - - - - - 30" 301, 30" 30" 30" „ MEET SHAPE OF NORMAL BARRIER 409 4 8" II 6 5'-1011 6 10'-101, 6 15'-10" 6 10'-10" 6 IT-10" IRON IN ACCORDANCE WITH SUBSECTION 712.06. FT LLd 3,EACH END CURB AND GUTTER HERE. ♦- FOR A V-O" PAN SLOPE 2" PER FT. 410 4 I1" VII 3 3 ` J - Q 9. SINCE PIPE ENTRIES INTO THE INLET ARE VARIABLE,THE DIMENSIONS SHOWN ARE O ONE 11/4"DIA.ROD DIRECTION „ / TYPICAL.ACTUAL DIMENSIONS AND QUANTITIES FOR CONCRETE AND REINFORCEMENT LLJ IN 5'INLET * OF FLOW 411 4 I1 II 3 5-2 3 10-2 �j� � SHALL BE AS REQUIRED IN THE WORK.QUANTITIES INCLUDE VOLUMES OCCUPIED BY (Y SEE CHANNEL LAYOUT ON SHEET 2. 2'-0" 4'-4" 412 4 11" II 3 2'-9" 3 2'-911 �pl I~ PIPES. INLET PAY LENGTH I 3' 8" 413 4 9" II 7 10'-10" 7 IT-10" T O S� 10. STRUCTURAL STEEL SHALL BE GALVANIZED AND SHALL BE IN ACCORDANCE WITH TRANSITION B i TRANSITION R 1%2" 4„ 8 C8.5 I/4" SLOPE 2% TO GUTTER I p" SUBSECTION 712.06. GUTTER PLAN VIEW �� F I 184 BAR 11/4" R 409,8 O.C. I 501 5 5/2" IV 11 3'-4" 22 3'-4" 33 3'-4" 22 3'-411 33 T-4" PLAN VIEW 11. ALL MANHOLE COVERS SHALL BE CAST WITH A NO DUMPING DRAINS TO STREAM SLOPE=1"/FT. 601 502 5 51/z" III 11 11'-5" 17 11'-5" MESSAGE AND A FISH SYMBOL.THE SURFACE OF THE MANHOLE COVER SHALL CUT OFF OR BEND BARS TO CLEAR MANHOLE �L=5'-0" L=10'-0" �L=15'-0" 3" CURB FACE FLUSH WITH I 1"LEG 3HD. e 4" 2" R 504 5 51/2" II 5 3'-6" 16 3'-6" 27 3'-6" 6 3'-6" 5 3'-6" 7 ��1„ HAVE ANON-SLIP PATTERN. 409 6M I 503 409 409 409 (TYPE 2-SEC. %z 504 5 51/z" IX 5 8'-4" 23/B„ I I MANHOLE + � D D 8�, 6„ INLET STEPS � w 2" CLR. REQ'D.FOR ALL 8 403 .' 403 403 403 °. H >3'-0,1 601 6 21/z" V 2 8'-10" 2 8'-10" 2 8'-10" 2 8'-10" 4 8'-10" 601 2" CLR. 601 601 ° 601 601 6" (/4) I 4.1 501 503 Q 401 0 3" CLR. 401 0 401 0 401 (/4) I 2:1 51/z" O.C. 5/2" OC _ 818.5 1 5'-1011 I 10'-10" 1 15'-10" 1 l0'-10" 1 15'-10" ELEVATION VIEW 1 0 11' D.G I- D I 408 2 BARS,i RODS - 4 BARS,3 RIDS - 8 BARS,5 RODS 4 BARS,3 RODS 8 BARS,5 RODS 23" 24" 23" 3" CLR. -"I 2.1 L=5' NI H H!' HS5' , 1/2 PIPE SPACER 12"O C #4 L=10'OR All HS5' o g, ° g„ D.C. o ° o ° °. AND 11/4"LOCK NUT 16" MAX. VARIABLE REFER TO TABLE TWO. MANHOLE COVER TYP. 12 12" 2 #4 BARS q 8„ O.C. YP b. b. e' 3"CLR. 3" CLR. INCLUDE #4,18 IN.BARS (SEE CHANNEL LAYOUT). REGULAR INLETS DROP BOX INLETS FOR 5 FT.INLET m 407 -407 1�d' ° . .° ° _ 11 11 35" ° 35" ONE 11/2 IN.HOLE 18n 8" WALL (TYP.) - TABLE ONE - BAR LIST FOR CURB INLETS. TYPE R 5-10' D 4 [8"WING 1Y20 DRAWN IL 4C3 401 403 403 403 ° ° ° 9'407 " � " _ _ _ _ _ - 29 24 24 24 29 4 #4 BARS 3 HOLE BRB • D '• D • D • . D - D • -- -• • <, •\D ° 11/4"DIA..x 24" I I E E AR 402 401 407 NO.REQ'D. NO.REQ'D. _ _ _ 6" 12"I12" 6" /4" .. 12" ,. D D D 2„ qLL GALV.STEEL ROD 11"O.C. L - FT. L - FT. L - FT. CHECKED A 2 N D AM TER T MPOR Y LENGTH 5 10 15 D HOLE FOR DRAINAGE SHALL 1" O.C. 401 9 O.C. REGULAR DROP BOX ° AROUND „ 2'-6"O.C. BE PLACED AT SUBGRADE - ° FOR 10 FT.INLET 3/B" f 3" CLR. 405 406 10 EMBEDMENT D 11" O.C. - CONC. STEEL CONC. STEEL CONC. STEEL DAP 405 406 405 406 (TYP.) ELEVATION OR A MINIMUM 401 402 410 403 407 403 407 CU.YDS. LBS. CU.YDS. LBS. CU.YDS. LBS. 35" 30" 30"�35" THREE 11/z IN.HOLES 6" O.C. 6"O.C. 6" O.C. 6" O.C. 6"O.C. 6" O.C. I/4 THREE INCHES BELOW 8C8.5 DESIGNED „ ROAD BASE.THE HOLE - - - - T-O" 2'-8" V-8" 10 7 3.2 285 5.3 497 7.4 706 10-10" I1-8 I6'-8 3"x3"x%11 PLATE SHALL BE PLUGGED WITH 403 3'-6" 3'-2" 2'-2" 10 7 3.4 305 5.7 528 7.9 747 SECTION AT HOLE (TYP.) BRB CONCRETE BEFORE 9" O.C. PLAN VIEW SECTION A-A REGULAR INLET 4'-0" T-8" T-8" 12 9 3.7 326 6.0 559 8.4 786 17' 22' 22' 22 24" 22 22' 22' 17 ACCEPTANCE OF THE D CURB FACE ASSEMBLY � - � � � 8 14 BARS FILENAME � 4-6' 4-2" 3-2" 12 9 3.9 334 6.4 571 8.8 803 30" D PLACE ENTIRE ASSEMBLY BEFORE POURING CONCRETE. INLET. 5'-0" 4'-8" 3'-8" 14 11 4.1 354 6.7 602 9.3 844 s 1 „ )" 4" 4"l IT 12"12,, 4" 4" C �l L=lo'-o"� L=15'-0'� 2/6" 24/B 0009_Detalls 601 503 502 502 504 502 1 ( I ))I2"ALL AROUND 5'-6" 5'-2" 4'-2" T-5" I6 13 15 6 4.4 375 6.0 607 7.4 850 1" IT 409 501 409 409 6'-0" T-8" 4'-8" TAP 16 13 16 6 4.6 382 6.2 616 7.6 860 ° D D ° ° FOR 15 FT.INLET 8„ ° o � 502 6'-6" 6'-2" 4.8 402 6.4 637 7.8 880 4" 35"�f 30" 30" 30" ►�30"��35" FIVE 11/z IN.HOLES 7'-0" 6'-8" 5'-8" 4'-11" 20 17 19 10 5.0 423 6.6 654 8.0 897 15'-10" �P00 L�C 413 403 11 11 ` - 7'-6" T-2" 6-2" T-5" 20 17 20 10 5.3 430 6.9 664 8.3 907 .•••••• _ CHANNEL LAYOUT DETAILS �.�•' CONSTANT 409 403 413 403 ,r '� 8'-0" T-8" 6'-8" 5'-Il" 22 19 22 12 5.5 451 7.1 684 8.5 927 ELEVATION VIEW WEIGHTS:COVER = l25 LBS. O ; P,N 5'-0" 3" CLR. MIN.0.5% SLOPE ii 414 T-6" 8'-2" T-2" 6'-5" 24 21 23 14 5.7 471 7.3 702 8.7 944 +RING= 135 LBS. SEE CURB FACE ASSEMBLY ON SHEET 1. 403 JL `\ 9" O.C. CONSTANT 408 n 9'-0" 8'-8" T-8" 6'-11" 24 21 24 14 6.0 479 7.6 711 9.0 954 MANHOLE RING (TYP.) TOTAL= 260 LBS. : Pe �w 407 g„ �� - �, 11 ,� - 3'-4° 406 405 �� �_ „ �_ �, �_ " �_ �� 401 _ 3 CLR. 9 6 9 2 8 2 7 5 26 23 26 16 6.2 499 7.8 732 9.2 974 77# T� 413 6" O.C. 6" D.C. 10'-0" 9'-8" 8'-8" 7'-11" 28 25 27 18 6.4 520 8.0 749 9.4 992 TYPE II TYPE III TYPE IV TYPE V TYPE VI TYPE VII TYPE VIII TYPE X H >5' 411 412 10'-6" 10'-2" 9'-2" 8'-5" 28 25 28 18 6.7 527 8.3 759 9.7 1001 , C`.\v • au a12 413 SECTION B-B 44' ---- 12' 1-� Q C0� •�GV 403 410 11'-0" 10'-8" 9'-8" 8'-11" 30 27 30 20 6.9 547 8.5 779 9.9 1022 31" 601 ` • vAR1ABLE - ,r - -,r - - ■r - END VIEW �29" �0� •.....•' �� C D C D 16 11L ]6 6 NOTE: MANHOLE RING AND COVER STATION POINT REGULAR INLETS:TOTAL QUANTITIES NEEDED ARE OUTSIDE THE HEAVY BLACK LINE. LENGTH # L5O 18 30 12" 20" 405 VARIES 411 20" 406 34NOTES:FOR L=5 FT. L-10 fT. AND L-15 FT. � 22„ 504S/ONAL2"CLR. AND OUTFLOW PIPE SHALL,BE LOCATED DROP BOX INLETS:TOTAL QUANTITIES NEEDED ARE INSIDE THE HEAVY BLACK LINE. 21501 ��\ L SECTION A-A INLET 3-411 AT THE SAME END OF THE INLET. STEEL WEIGHTS DO NOT INCLUDE STRUCTURAL STEEL CHANNEL. i�42"�{ �I VARIES�I I�44"�I 12 406 WITH DROP BOX '� H>5 FT. I1 D.G. TABLE TWO - BARS AND QUANTITIES VARIABLE WITH "H" BAR BENDING DIAGRAMS - (DIMENSIONS ARE OUT-TO-OUT OF BAR) SECTIONS C-C & D-D (DOTTED BARS ARE IN SECTION D-D) Computer File Information Sheet Revisions Colorado Department of Transportation CURB INLET STANDARD PLAN NO. Computer File Information Sheet Revisions Colorado Department of Transportation CURB INLET STANDARD PLAN NO. Creation Date: 07/31/19 Date: Comments Creation Date: 07/31/19 Date: Comments 2829 West Howard Place 2829 West Howard Place ® M-604-12 ® M-604-12 Designer Initials: JBK R-X CDOT HQ,3rd Floor Designer Initials: JBK R-X COOT HQ,3rd Floor Last Modification Date: 07/31/19 R-X � Denver,CO 80204TYPE R Last Modification Date: 07/31/19 R-X � Denver,CO 80204TYPE R Phone:303-757-9021 FAX:303-757-9868 Standard Sheet No. I of 2 �++� Phone:303-757-9021 FAX:303-757-9868 Standard Sheet No. 2 of 2 Detailer Initials: LTA R-X Detailer Initials: LTA R-X CAD Ver.: MicroStation V8 Scale: Not to Scale Units: English R-X Project Development Branch JBK Issued by the Project Development Branch:July 31, 2019 Project Sheet Number: CAD Ver.: MicroStation V8 Scale: Not to Scale Units: English R-X Project Development Branch JBK Issued by the Project Development Branch:July 31, 2019 Project Sheet Number: (APPR .SCREEN2 IN. MESH) CONCRETE BLOCK ONDING DEPTH MUST STANDARD CROSS-SECTION NDSCAPINGTO BE NOTES: NOT EXCEED FLOWLINE INSTALLED PER 1. CONTRACTOR SHALL INSTALL BIORETENTION BASINS ACCORDING TO THE APPROVED PLANS AND/OR ELEVATION OF ADJACENT MAXIMUM ALLOWABLE APPROVED CONSTRUCTION SPECIFICATIONS. PONDING DEPTH IS 12" VER OP LANDSCAPING PLAN 2. PRE-CONSTRUCTION FILTER FABRIC 8" MIN DEPTH THICKENED GUTTER FROM THE TOP OF THE RISER OPTION 2.1. CONTRACTOR SHALL AVOID COMPACTION OF THE BIORETENTION BASIN AREA TO PRESERVE EXISTING STEEL OR WOOD POST MULC (AS PER PLAN) CURB ADJACENT TO 'i INFILTRATION RATES. VEHICULAR PAVEMENT 1 2.2. CONTRACTOR SHALL CALL FOR CITY INSPECTIONS AT THE INTERVALS STIPULATED IN THE "DURING / CONSTRUCTION INSPECTION CHECKLISTS". i 3. DURING CONSTRUCTION: O ,. a / •/ I D ° ,D 3.1. CONTRACTOR SHALL PROVIDE CONSTRUCTION OBSERVATION DURING CONSTRUCTION OF THE BIORETENTION y �Q❑ • / BASIN TO ENSURE COMPLIANCE WITH THE APPROVED PLANS AND DESIGN SPECIFICATIONS. " ° / / 3.2. LOOSE MATERIALS SHALL NOT BE STORED ON THE BIORETENTION AREA. 12"IMAXII LAT AREA- SEE DESIGN 3.3. THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, - a a n \ \ //\ F�� DEBRIS AND DIRT FROM ANY SOURCE FROM ENTERING THE BIORETENTION SYSTEM. W { PLANS FOR EXTENTS OF RUNDOWN OR SCOUR / / /\�/�. BIORETENTION FLAT 4. GEOTEXTILELINERS: Q PROTECTION NEEDED - / / / 4.1. WHERE USED, GEOTEXTILE LINERS(PERMEABLE OR IMPERMEABLE AS PER PLAN)SHALL BE INSTALLED ALONG \ 6"-12" \ �� �� \ SURFACES PERIMETER OF CROSS-SECTION OF THE BIORETENTION CELL. Q Q ON SLOPES�.•%�. �� 4.2. WHERE USED,GEOTEXTILE LINERS SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND _ BACK FILLED TRENCH \ V\ V\ \ EOTEXTILE \ RECOMMENDATIONS. ALL SEAMS AND OPENINGS IN THE LINER SHALL BE SEALED ACCORDING TO GRAVEL FILTER FOREBAY IS REQUIRED TO .` ,`•. `.. 18" MIN MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. Im A (APPROX. 3 4 IN. DIA. =III-III-I � FABRIC OR LINER / ) =III _; '. -I BE PLACED AT/j 18" MIN DEPTH OF 30" MIN /�j\��j\/ / O AREA INLET (AS PER PLAN) 4.3. WHERE USED, IMPERMEABLE GEOMEMBRANE SHEET / LINER SHALL BE 40 MIL THICK, HIGH-DENSITY WITH GRATE "- = - CONCENTRATED INFLOW \ I_ I�- BIORETENTION SAND \ \ \ \ \ POLYETHYLENE DESIGNED SPECIFICALLY FOR FLEXIBLE GEOMEMBRANE APPLICATIONS. ADJACENT STRIPS OF COLOCATIONS) PER PLANS // MEDIA q," _ //\//\>/\.,/\... /\� IMPERMEABLE LINER SHALL OVERLAP A MINIMUM OF 18",OR PER MANUFACTURER'S SPECIFICATION. AND SITE SPECIFIC/\�/\\/\�/\\ ` \�\ x \ �/� Q 4.4. WHERE USED,CONTRACTOR TO PLACE LINER IN A WAY THAT ENSURES ENOUGH SLACK IN THE LINER TO ALLOW DETAILS j\ �}" MIN DEPTH OF / �j\ \\ NATIVE SOIL j\ FOR BACKFILL AND SETTLING WITHOUT TEARING THE LINER. X DIAPHRAGM AGGREGATE/ \�\ ZONE / S. AGGREGATES AND BSM: \ \ \ \ \ \ \ \ \ 5.1. ALL AGGREGATES SHALL BE ANGULAR,CRUSHED,WASHED ROCK,CLEAN OF DEBRIS AND WITH NO MORE THAN / 8" MIN DEPTH OF / / 1/D FINES. ° FILTER FABRIC /\, ��\//\//$" MIN 2" MIN " MIN DIAMETER / ATTACH SECURELY TO / \ RESERVOIR AGGREGAT \ \ \ \ PERFORATED PVC \ \ \ \ \ 5.2. RESERVOIR AGGREGATE SHALL 8E GRADATION ASTM#57 OR#67. POST \� /\/\ //\ UNDERDRAIN / / / / / / 5.3. DIAPHRAGM AGGREGATE SHALL BE"PEA GRAVEL",WITH GRADATION ASTM#8,#89 OR#9. k STEEL OR /�/ �/�/ ., \�\ `, ;. � �/�/�/�/�/� WOOD POST 5.4. THE BIORETENTION SOIL SHALL MEET THE CITY BIORETENTION SAND MEDIA("BSM")SPECIFICATION FOUND a COMPACTED BACK FILL WALLED CROSS-SECTION OVER PLATE 6. UNDERDRAIN: AT:https://www.fcgov.com/utilities/business/builders-and-developers/development-forms-guidelines-regulations/ co _ 6.1. UNDERDRAIN PIPE TO BE PERFORATED OR SLOTTED.PERFORATIONS OR SLOTS TO BE SMALLER THAN SURROUNDING AGGREGATE TO ENSURE AGGREGATE DOES NOT FALL INTO OR O RUNOFF SIDEWALK CHASE CLOG THE OPENINGS. zD PONDING DEPTH MUST 6.2. DO NOT WRAP UNDERDRAIN WITH GEOTEXTILE OR SOCK. O A - - - - _ _ _ _ _ 36" MIN 6.3. UNDERDRAIN PIPE MUST OUTFALL BY GRAVITY AND MUST TIE INTO A STORMWATER PIPE,INLET OR SYSTEM AND THE LOCATION MUST BE APPROVED BY THE CITY.THE UNDERDRAIN GRAVEL FILTER _ OVERFLOW RISER NOT EXCEED FLOWLINE _ _ _ _ -Tr-„,_--� - BASIN WIDTH TIE-IN SHALL MEET ALL REQUIRED PIPE SIZE,TYPES,AND COVER REQUIREMENTS THAT MAY APPLY TO PIPING THAT EXPENDS BEYOND THE LIMITS OF THE BIORETENTION CELL AND 1- APPROXIMATELY OPTION (AS PER PLAN ELEVATION OF ADJACENT ENCROACHES INTO PUBLIC RIGHT-OF-WAY OR OTHER PROPERTY. PLAN VIEW I-III-III-III-III _ 4 IN. X 4 IN. TRENCH GUTTER III=III-III-III III-I 11=I I I-I I I_ 7. OVERFLOW INLET: 7.1. A 100-YEAR OVERFLOW SPILLWAY OR INLET MUST BE PROVIDED. WIRE SCREEN I-III-III-III-III I I I-I I -I I I-I I I- / QQp 1 7.2. ALL OVERFLOW INLETS SHALL BE CAPPED WITH A DOME-SHAPED GRATE,OR PER PLAN. OVERFLOW I I-I I-I I-III- I-I I-III-III-I MAXIMUM ALLOWABLE �a 10 IN. I I I_I I I_I I -III I I_ I I_I I _I d I I _III-III_ PONDING DEPTH IS 12" 4A All 8" 7.3. IN ALL CASES,AN EMERGENCY OVERFLOW ROUTE SHALL BE PROVIDED AND THE LOCATION SHALL BE IDENTIFIED ON THE PLANS(THIS MAY BE COINCIDENT WITH THE 100-YEAR MIN. FROM THE SURFACE OF „ 1 OVERFLOW SPILLWAY). GRAVEL FILTER -I I II I=I 1= III-III-III-I I-I I�III=1 THE MULC H �12 M1AX �� 8. CLEANOUTS: ❑ ❑ ❑ I I I 8.1. PROVIDE CLEANOUTS(AS PER PLAN)TO ALLOW INSPECTION(BY CAMERA)OF THE UNDERDRAIN SYSTEM DURING AND AFTER CONSTRUCTION. A-1 8.2. CLEANOUTS SHALL BE PROVIDED AT EACH BEND GREATER THAN OR EQUAL TO 90°AND EVERY 100'ALONG A STRAIGHT RUN. CLEANOUT SHALL BE INSTALLED PER THE APPROVED RUNOFF -I I I 1=III=III-III-I /\ PLANS. ❑ ❑ ❑ I I- =1 I_ I_ REINFORCED / 18" MIN DEPTH OF V8" MIN DEPTH III-III- -1 I CONCRETE WALLS AS 8.3. CLEANOUTS SHALL BE A SOLID WALL PVC STRUCTURE FOR ALL VERTICAL SECTIONS WITH FITTINGS TO CONNECT TO DISTRIBUTION AND UNDERDRAIN PIPING MATERIALS,AS -1 - ( - �' BIORETENTION SAND MEDIA THICKENED CURB RE UIRED. PIF- -III- PER PLAN 18" MIN 30" MIN \ ADJACENT TO Q -II,=11 °°// 9. FOREBAY: 9.1. THE FOREBAY SHALL BE EASILY ACCESSIBLE WITH A HARD SURFACED BOTTOM FOR MAINTENANCE PURPOSES. II_ 11 " MIN DEPTH OF VEHICULAR / \ 1 j DIAPHRAGM AGGREGATE PAVEMENTS 9.2• THE FOREBAY SHOULD NOT EXTEND INTO THE SAND MEDIA TO PREVENT ANY SETTLING OF THE FOREBAY. SECTION VIEW \; 4„ / \/\ \ ',. ✓- \ 10. LANDSCAPE CONTRACTOR SHALL NOT PLACE WEED BARRIER ANYWHERE WITHIN THE BIORETENTION BASIN.IF MULCH IS PLACED IN THE BIORETENTION BASIN,IT MUST BE NON-FLOATABLE. CONCRETE BLOCK \ \ [ I 8" MIN DEPTH OF 10.2. IF MULCH OR COBBLES ARE PLACED IN THE BIORETENTION BASIN,THE MAXIMUM ALLOWABLE WATER DEPTH OF 12"AND REQUIRED BASIN VOLUME MUST BE MEASURED FROM THE FILTERED WATER j\//\// 2 L GENERAL NOTES: /\\/\\�\\]. RESERVOIR AGGREGATE TOP SURFACE OF THE MULCH OR COBBLE. SECTION A-A 1. THE MAXIMUM TRIBUTARY AREA IS LIMITED TO 0.25 \ \ a a GENERAL NOTES: ACRES PER 100 FEET OF FENCE. / 10.3. ROLLED TURF OR SOD IS NOT AN ALLOWABLE LANDSCAPE MATERIAL FOR BIORETENTION BASINS. LOW WATER CONSUMPTION LANDSCAPE PLANTINGS ARE PREFERRED FOR / / � / BIORETENTION BASINS. 2. INSPECT AND REPAIR FENCE AFTER EACH STORM \\\\\\ 8" MIN' \/\\� 1. INSPECT AND REPAIR FILTER AFTER EACH STORM 2. SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY EVENT. REMOVE SEDIMENT WHEN ONE HALF THE HEIGHT \ 10.4. LANDSCAPE PLANTINGS SHALL NOT BE PLACED TO IMPEDE DRAINAGE INTO OR OUT OF THE BIORETENTION BASIN. EVENT. REMOVE SEDIMENT WHEN ONE HALF OF THE REMOVED FROM TRAVELED WAY OF ROADS. / / 2" MINI /� ./ FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT OF THE FENCE HAS BEEN FILLED. REMOVED SEDIMENT SHALL / / / / _ _ _ _ I 10.5. TEMPORARY IRRIGATION MAY BE INSTALLED TO ESTABLISH LANDSCAPING OR SEED IN THE BIORETENTION BASIN. SEDIMENT DEPOSITED IN A AREA TRIBUTARY MEASURES A BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT " MIN DIAMETER BASIN OR OTHER FILTERING MEASURE. PERFORATED PVC AREA INLET FILTER GRAVEL SILT FENCE UNDERDRAIN BIORETENTION Of CITY OF FORT COLLINS APPROVED: CITY OF CITY OF � STORMWATER DETAIL pf APPROVED: DETAIL CI�/Of APPROVED: DETAIL UTILITIES DATE REVISED:^' FORT COLLINS STORMWATER �.} wt FORT COLLINS STORMWATER rt Co In$ P.O. BOX 580 CONSTRUCTION JUNE 2023 Fo `Cd1lins UTILITIES DATE: 01/03/01 �1 `Cd1linS UTILITIES DATE: 12/27/00 ~�� FORT COLLINS, co. soszz D-5 3 FORT COmms, co. CONSTRUCTION DETAILS D - 24 /"`�� FORT COUINS, co. CONSTRUCTION DETAILS D - 28 (s7o) 221-6700 DETAILS SAA (970) 221-6700 DRAWN BY: NBJ (970) 221-6700 AWN : NBJ TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE N TS DATE OCTOBER 2024 SHEET 209 of 224 2 FT. 7 IN.t CLASS A BEDDING CLASS B BEDDING DIMENSIONS 3/4 IN. "CANOPY" TYPE ROD LUG, OR PLAN A B C D E APPRovED. EouAL TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED - = IN. 'I IN. IN. .p _ _ - 5 1/2 23 4P 72 24 ' 7 26 47 73 29 -y - 11 1/2 26 48 74 36 �_ 2 12 43 54 97 48 E 17 53 43 96 so F --I 5 IN. T LOWER LIMIT OF LOWER LIMIT OF 18 60 37 97 71 F 1 12 IN. MIN. 12 IN. MIN. z 24 61 36 97 711 }_ 3 IN. TRENCH WALL TRENCH WALL O IN 28 70 28 98 84 T F SLOPE 1 SLOPE 1 (n 27 65 35 100 90 ,r- 58 40 98 g6 3/4 IN. GALVANIZED ANCHOR BOLTS, NUTS AND WASHER', Z MILD STEEL, ASTM A 307. ROD LUG SHALL BE COATED DENSELY 75 21 96 108 WITH COAL-TAR EPDXY PAINT OR APPROVED EQUAL. i DENSELY (n COMPACTED I I N w MATERIAL t PIPE O.D. COMPACTED + PIPE O.D. Q I > C :rb 60'Max. 30'Min. MATERIAL W PIPE DIAMETER F DIA. 1/4 PIPE O.D. A COMPACTED d. PIPE O.D. + 8 IN -- 3000 P.S.I. GRANULAR CONCRETE 1/8 PIPE O.D. - -— 3 �ocnr�oN of t m � MATERIAL OR 4 IN. MIN. f n HOLES 1/8 PIPE O.D. D I �E CONCRETE I OR 6 IN. MIN. -�- CO CRE E JOINT L E FASTENER. SECTION X-X END VIEW END SECTION FOR REINFORCED CONCRETE CLASS C BEDDING ROCK EXCAVATION VARIES (2' MIN.) w 00 oil CIRCULAR PIPE TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED 1 1 /2 Q IF -i 1 :�;x - - F F F F 6�, 1 ' (MIN.) 1 ' (MIN.) o r - _ � �SEE FI��HE } m PLAN E M zos FOR Acru�L LOWER LIMIT OF I LOWER LIMIT OF 12 IN. MIN. 12 IN. MIN. PLAN E TRENCH WALL TRENCH WALL SLOPE I •a• •,' :r..•. .`; A 1 1 SLOPEDRAWN DENSELY } . r., BRB COMPACTED I UNIFORMLY C -B RISE MATERIAL t PIPE O.D. GRADED ROCK OR PIPE O.D. CHECKED A l 1/4 PIPE O.D. I 1 COMPACTED DAP 1 SELECTED GRADED RISI E D 1 IIIA GRANULAR MATERIAL DESIGNED --SPAN L SECTION F-F END VIEW COMPACTED f f BRB D I—SPAN-1 GRANULAR 1/8 PIPE O.D. 6 IN. MIN. J FILENAME EQUIVALENT NOMINAL o(IN.) DIMENSIONS (INCHES) END VIEW MATERIAL OR 4 IN. MIN. CIRCULAR 0009_Detalls SECTION F-F DIAM. (IN.) SPAN RISE A B C D E 24 29 18 9 1/2 39 33 72 UNSTABLE SUBGRADE SUBDRAIN DETAIL EQUIVALENT NOMINAL (IN.) DIMENSIONS I',. 30 36 22 9 112 50 96 CIRCULAR DIAM. (IN.) SPAN RISE A B C D E 36 43 27 11 1/8 60 35 96 a 2 42 so 31 s 3/a so 36 96 TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED �P�•O.•L/C 36 2i 60 36 95 G��O PN 3C 38 9 1/ 4 .i 48 58 - Ir 36 45 11 1�8 <; 54 65 40 25 1/2 60 36 9C 42 53 i5 1/a 30 60 54 68 251 2 - TRENCH WAL� 48 60 I 31 sc s9 g LOWER LIMIT OF END SECTION FOR REINFORCED LOWER LIMIT OF END SECTION FOR REINFORCED CONCRETE ARCH PIPE TRENCH WALL ` 4 12 IN. MIN. SLOPEcr Z DENSELY CONCRETE ELLIPTICAL PIPE SLOPE COMPACTED °Oo°p°o° °o°°oo°oO o°°°o eC.\ ��� 4 Ooo°o°°Ooop° O0000°Dodo '` • COMPACTED BACKFILL oo°o a o00 00000000000 �� �•• G� GENERAL NOTES: o000 0000� o 0000°Ooo GRANULAR ORo° S NAL 1. REVISED CDOH M-603-10 GRAVEL •••• UNIFORM GRADED o00�000°0Ooo /O 2. CONCRETE END SECTIONS ARE TO BE MATERIAL o000 0�o 0 0 oOo 0 FILTER ono 0 0 00 0 FURNISHED WITH TOUGE OR GROOVE AS 000o caopp 000po ao 00 Q. 4 IN. MIN. PERFORATED OR OO°O 00°OooO OO°o0°O OO REQUIRED. o0 0 00 0 00 000 3. INSIDE CONFIGURATION AND JOINT OF CONCRETE o O°0 0op°oa 00�° oa°op o0 6 IN. MIN. SLOTTED PIPE FILTER END SECTION AND PIPE SHALL MATCH. 1 1/2 IN. } MATERIAL 4. CONCRETE PIPE JOINT FASTENERS, WHERE SHOWN ROCK I ON PLANS, SHALL BE INSTALLED SO THAT A MINIMUM NOTES: OF 15 LINEAR FEET OF THE OUTLET END OF THE LARGE STONES, ARE MECHANICALLY LOCKED TOGETHER. END SECTION BROKEN CONCRETE, ETC. 1. TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS. LENGHTS, WHEN USED, WILL BE INCLUDED IN THE (IF REQUIRED) 2. REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS, 15 I F. REQUIRED. SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS. CONCRETE END SECTIONS STORMWATER BEDDING REQUIREMENTS CONCRETE TRICKLE PAN CITY OF APPROVED: CITY OF APPROVED: CITY OF FORT COLLINS DETAIL City, DETAIL APPROVED: -F �.} STORM WATER �.} 1 FORT COLLINS STORM WATER �Y°f FORT COLLINS DETAIL ort Cdhns UTILITIES DATE: 01/31/01 �1 ` ��`Ins UTILITIES DATE: 1/12/00 Cw t STORMWATER FoKr cou Ns, co. CONSTRUCTION DETAILS D — 1 5 /""�_ FoaT cou Ns, co. CONSTRUCTION DETAILS D — 1 �"Ft Collins FoxUTILITIES cL IESco. CONSTRUCTION DETAILS DATE: 12-25-00 D— 20B (970) 221-6700 DRAWN BY: NBJ (970) 221-6700 DRAWN BY: SKC (970) 221-8700 DRAWN BY: NBJ O J c a A 6„ 8" ; L U 3" (TYP.) 611 If VARIES VARIES Mo in LU Z i BACK OF CURB W Y8" BRASS SCREW 18" O.C. EDGE OF STREET SLOPE O WITH COUNTERSINK VARIES 0.50 SLOPE (MIN.) + 4 r/1 3' TYP N HEAD FLUSH WITH PLATE a �/� Q a EXPANSION Ed Q = MATERIAL } 3 > 0. Y$" GALV. SECTION A-A Q 1O STEEL = 2 GROUND LEVEL F_ PLATE B B CONCRETE z co 1 O Z � 2 � O ¢ EXPANSION SIDEWALK 5/s" . 3x2xY8" GALV. ANGLE > GALV STEEL PLATE " " I MATERIAL (NP.) S- EE DETAIL 1 I I I I I I VARIES ; 4 I I I A 1 °is7 y y 1 2 2 I I 3' ------ EXTEND WALK 6" ON 14" cn BO H SIDES O WALK 16" LU BACOF tc w LU , SECTION B-B > CURB OJ NOTE: 12" R 12" R THE GAUGE SHALL BE CONSTRUCTED OF PRESSURE TREATED fJ SQUARE POSTS MEASURING 6"x8" WITH BOTH 8" SIDES ROUTED A WITH 6" NUMBERS AND GAUGING MARKS. THE ROUTED MARKINGS 5/g" GALV. AND NUMBERS SHALL BE PAINTED WITH WHITE WATERPROOF STEEL PLATE Y$" BRASS SCREW PAINT. THE POST SHALL BE ONE FOOT TALLER THAN THE MAXIMUM DEPTH OF THE POND. THE POST SHALL BE EMBEDDED EDGE OF 18 O.C. WITH IN CONCRETE WITH A DIMENSION OF 16%14"x3' IN DEPTH. THE STREET 3'-3" 2' OPENING 3'-311 COUNTERSUNK HEAD GAUGE SHALL BE PLACED NEAR THE DEEPEST AREA OF THE POND, am AND SHALL BE POSITIONED SO THAT IT CAN BE READ FROM THE 8'-611 2 DEPRESSED GUTTER FLUSH WITH PLATE NEAREST POINT OF PUBLIC ACCESS. THE PONDING DEPTH SHALL �� BE REFERENCED TO THE DEEPEST POINT OF THE POND. Ln i #4@ 2 PLAN w O.C. #3 REBAR 10� 3"x2"x II DETENTION POND DEPTH GAUGE #4@12" GALV. ANGLE d N.T.S.O.C. ANCHOR 11 18 O.C. #4@ 12 TST, INC. O.C. CONSULTING ENGINEERS 748 Whalers Way DETAIL 1 SECTION C-C site 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 DETENTION POND DEPTH GAUGE METAL SIDEWALK CULVERT FOR VERT. CURB & GUTTER AND DETACHED SIDEWALK — OUTFALL TO CURB SCALE CITY OF APPROVED: NTS FORT COLLINS STORMWATER DETAIL C"of CITY OF APPROVED: DETAIL Fort `InS UTILITIES DATE: 2/18/05 D — 31 DATE OCTOBER 2024 `"'''��77 FORT COLLINS STORMWATER FORT )221-6700 CONSTRUCTION DETAILS DRAWN BY: TDC Fort Ins FORT COLLINSS SHEET UTILITIE CO. CONSTRUCTION DETAILS DATE: 7/30/2013 D - 10B (970) 221-6700 DRAWN BY: D. MOGEN 210 of 224 PREFABRICATED BAR GRATING, CROSS PREFABRICATED BAR GRATING, CROSS BARS @ 4" O.C., BEARING BARS 1 1/2" BY BARS @ 4" O.C., BEARING BARS 1 1/2" BY 3/16" @ 1 3/16" O.C. 3/16" @ 1 3/16" O.C. SECURE ORIFICE PLATE TO #4 BARS @ 12" CTRS. EA. WAY WALL WITH 3/8" BOLTS B A B TYP. FOR WALLS AND FLOOR o WQCV ORIFICE GRATE (TOP FLUSH W/ TOP OF STRUCTURE) o 0 8" PLATE AND TRASH RACK 8" �_ o (SEE DETAIL THIS SHEET) 1 1/2" DEEP BY 2 1/2" WIDE LU 8" 8" GRATE SUPPORT LEDGE d ,i IRRIGATION LINE TIE IN I. J FORMED IN CONCRETE WALLS 0 8" ( TYP.) 8" ( TYP.) TH4BASE SLAB II - � w n. n' (6" MIN.) Q f � � (24" MIN.) (J11 � © © m B A B SECTION "A - All DRAWN BRB CHECKED DAP PLAN VIEW PLAN VIEW DESIGNED BRB FILENAME GRATE SUPPORT LEDGE 0009_Details GRATING (WITH HINGED SECTIONS, EACH SECTION FORMED INTO STRUCTURE WALL NOT TO EXCEED 5 FEET GRATING (WITH HINGED 1/4" STEEL IN LENGTH) FINISHED GRADE SECTIONS, EACH SECTION FINISHED GRADE _ p�PDO L/C HINGE PLATE �, .• PN P� 100-YEAR WATER SURFACE ELEVATION NOT TO EXCEED 5 FEET pp�•`Q, PQ �� 0� IN LENGTH) _ • Q Q� �,�� 100-YEAR WATER SURFACE ELEVATION G S� SECURE HINGE 7" � 1" BAR WELDED x • - �p�� G0� PLATE TO WALL TO GRATING Q� F�� • WQCV WATER SURFACE ELEVATION WITH 3/8" BOLTS 0 p` ' �0� ..••..••�G�� D D _rl NOTCH GRATING S/ONAL - 311 TO CLEAR HINGE B 7 SIZE OPIPE B / OUTLET PIPE PROJECTION � SIZE = F - 8"WALL TYP. 8" WALL TYP. SIDE VIEW PLAN VIEW A E E A HINGE DETAIL WQCV ORIFICE PLATE AND TRASH RACK (SEE DETAIL THIS SHEET) NOTES: #4 BARS @ 12" CTRS. EA. WAY #4 BARS @ 12" CTRS. EA. WAY 1 . ALL METAL PARTS SHALL BE STAINLESS STEEL, ALUMINUM, OR STEEL. STEEL TYP. FOR WALLS AND FLOOR TYP. FOR WALLS AND FLOOR SHALL BE HOT DIP GALVANIZED AND MAY BE PAINTED AFTER GALVANIZING. 100-YEAR RESTRICTOR PLATE OPENING 100-YEAR RESTRICTOR PLATE OPENING 2. MINIMUM CONCRETE MIX SHALL BE 5 1/2 SACK, 3000 PSI. CONCRETE TO BE Z J CROSS SECTION CROSS SECTION REINFORCED WITH #4 BARS 12" O.C. EACH DIRECTION. 1" CHAMFER ON ALL O j EXPOSED CORNERS OF WALLS. DETENTION POND OUTLET (INTERIM POND 427 AND INTERIM cl) W DETENTION POND OUTLET (POND D) SWALE POND TOWN DETENTION POND OUTLET -TYPE D > � OF 0 0 STANDARD SCALE: SHEET STANDARD SCALE: SHEET APPROVED: WINDSt3� STANDARD SCALE: SHEET � Z N.T.S. 1 OF 2 CONSTRUCTION DETAILS N.T.S. 1 OF 2 COLt ADO CONSTRUCTION DETAILS DRAWN BY°WRA � co O CONSTRUCTION DETAILS N.T.S. 2 OF 2 a � POND ID OO © © 0 0 © 0 0 Q = V D > POND D 4996.25' 4998.75' 2.50' 4998.75' 4996.25' 1 - 18" RCP 4.00' 4.00' ELEV. = D Q E (CONCRETE INTERIM POND 427 4987.00' 4989.25' 2.50' 4990.25' 4987.00' 1 - 18" RCP 4.00' 4.00' TOP OF WALL OPENING WIDTH) Z co 3/8" THICK HOT DIPPED O z GALVANIZED ORIFICE PLATE. 0 O INTERIM SWALE POND 4995.00' 4996.25' 1.25' 4997.25' 4995.00' 1 - 18" RCP 4.00' 4.00' FASTEN TO WALL WITH 3/8" DIA. 4.00' EXPANSION BOLTS 3.75' C O RESTRICTOR PLATE A B C 2.00' 12" MAX "E"O PIPE IN WALL BEHIND o if __ARESTRICTOR PLATE B PLACE 1ST HOLE STAINLESS ELEV. = A AT BOTTOM OF STEEL PLATE -1 BOLTS ORIFICE PLATE PER DETAIL • `Yy'i i••- v'.i:" �• w.may.... •� Pam: A - - ��.: A -+" POND A B C D E POND D 4996.25' 0.45' 2.50' 4998.75' 18" INTERIM POND 427 4987.00' 1 1.02' 1 3.25' 1 4990.25' 1 18" TST, INC. 0:1 CONSULTING ENGINEERS US FILTER STAINLESS STEEL p INTERIM SWALE POND 4995.00' 1.96' 5.00' 5000.00' 36" 748 Whalers Way WELL-SCREEN (OR EQUAL) � Suite 200 Fort Collins Colorado 80525 POND A B C D E NUMBER OF ROWS NUMBER OF COLUMNS Phone: 970.226.0557 INTERIM POND 427 1.95" 6.00" 2.30' 4.00' 1.50' 5 1 SECTION B-B JOB N0. 100-YEAR RESTRICTOR PLATE DETAIL 1230.0009.00 INTERIM SWALE POND 1.84" 6.00" 2.50' 4.00' 1.50' 5 1 SCALE NTS DATE SECTION A-A OCTOBER 2024 WATER QUALITY ORIFICE PLATE AND TRASH RACK DETAIL SHEET 211 of 224 -- EET 9 FF AO ` 4.87- - � ''..� - i " /' 2e� Nyry�.• T y� �'?� TooO LID #4 1 - LON / 4.93 A' �J d' J ? J My Z 1-77 LOT 35 L-J 1 y ao 1es °� Z y / Q" T.Q.F.=9.98 - Q C) NON-POT POND GRADING AND \ / F G-= s 3, jj/ �j Qj q4 (n a: 5002 -PLANSET INFRASTRUCTURE PER SEPARATE - d, °'•. a •• ss l Poo _ _ / �II`8 yI >. _ 'o_. 4 •b.. �o ,,. •,�- f a� �r-��I:• ? I y •'I 1."b \Re W w A..° •'A °' d. '4.d •°' i •/ LOT 36 R G.F.=s.47 I I '�., - -" L :.4 a ,a. a •:da' °..• \S • 'i 4.04 �` - 75•� T.O.F,=9.77 G= a.80 r 4.57 % 4.73 4.75 4.11 4.34 4.17 y. 4.06 LOT 28 LOT 27 LO .a d ) S a� T OYF 5.38 T.O.F.-5.57 T.O. ° F.C.= 9.10 p• ,^�. t I' _ I LOT 9 i LOT 8 LOT 7 I LOT 6 -,LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 *see - c.- 4. • •, __ ':`,-\_ / � - I i.G. 4.71 F. 90 F.G. - a - ° a a • ' S_/" - n I *�LOT 10 T.O.F.=5.42 T.O.F.=5.42 T.O.F,=5.49 -TOF.=5.67 T.O.F-5.67 T,O.F.=5.53 T.O.E=5.26 T.O.F-5. T%F. 4.98 d ad a a. a �n - .b2 +F.G==4 BO L F. G - - _ \ = 4.31 .. ° ° d a ° RAISED CROSSWALK PER ` F.G. L4.75 F.G 4J5 FG.= 4.82 FG- 5.00 F.G.- 5.00 F.G.- 4.86 F.G.- 4.59 FG.- 4'42 F.G. y a ° LCUASS DETAIL 1613\ �. S.zo I t / // J I ° . a , d.• LID 1 LID #1 SS 4.22 /� -7 a ° a. a a a FU / LOT ° '. �P -- y--- ♦e-- o' '-- m °• a a:. °.. _i` ! ',421 J y \I / / 07.55- ♦ y' �.--- ry = J' N,y / 2_J q-- d .a a a S, 4.23 C.F 9.37 `l F :/ ,_ - Y r-- Y - ----'r Y N- __ _.'V 2.52_ A. .. F.G.= 8./0 .•� -.-:- `. g9... -r - - ._ - .' - _ ,,1 �" •b9'_. - - -- --- w a, r• 3.t11 r540 1' Dj - : - m _ ?J ?� ?♦ ry _ALLEY D. Q a- a' a• a• .° °d '•° 3.30 .� -SS, .•� % .. " - - 4 ' - ~'-ALLEY•E~ - - -t; N '_ - 0 LOT 38 °Rr !� 2• •• -• a. a •. °.. . a.-a ,. Y- V• -,.-S FG.F.=8.36� ?• -- ?`�i--- � A 'LID#3 (RAINGARDEN) rr :r' - 4,Y .� s * TIP- 9 -N �i► - - o -- �, MEN d 9 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 M ° v a < .d f S r Y.O.F,=a93 'T.O.F.=4.81 - y� LOT 26 e 'a °•• a - - I' .1 /' / --F,G.= a.68 F.C.- a.68 _. F.G.= 3.9a SS6>' 3.22 �' 1 A. .- A e a I / / �• S ♦ / \ T.O.f.=5.8 T 0 F=5.35 T.O.F=5.23 T.0 F.=5.41 T.O.F.=4.61 y. •� F G.= a.56 F.C.- a.a1 F.G.= 4 26 F.G.= 4.14 y CLEAN OU T fry / . *? /y f \ \ 9 M724/ LOT 8 LOT ?o LOT 32 81 I LOT 29 LOT 30 LO DRAWN ° �7• // \• ��(�p T.O.F.=9.77 '`+l �J ., >i Oo T.O.F-=4.32 T.O.F.=4.48T.0. BRB 'Alaa.d ' .a ' INV. = 4999.68 a 4 ° ° b ♦� /'}420 $S !/' / \\ F.C= 9`10 L UC \ B F.G= 3.63 FG= 347 } F.G.= 365 ° ° �. . _ - c}�. [1 / \ Y / �� ,tib { CHECKED < liuN PER '' / �O�r7 , / LOT 39 ,7.36�:, i LOT 7 n� 1� _ I DAP A` ° a•. .e PLANSET / �7. 7.O.F.=8.33 E.9E T.O.F._9.09 d n ° 8.49 LF 4" PERF ° F.C.rF 6.a2 �� ' y , "�' N �Ns --�eo ♦R y)� y� 9_ , LID #5 PIPE @ S=0.5% 'A 229 BRB e " ° " / / LOT 40 7.02 f I I I l 3 RAISED CROSSWALK P $' °.• 51.30 LF 4" PERF / ��/ T.Of=7,99 S ` / - a LCUASS DETAIL 1613 FILENAME ° °•. L / 1 F.G.= 7.32 - -� S o - r _ \\ r I WE /f/// _�, . 0009_Details PIPE @ S=0.5% `�"' � j. d' � es7{ ' �. m \ n9Q° .,a. ., d °... jO, . ; LOT 6 - �' ''- .'r6.34 T.O.F. 8.23 72E r -. i t4g` . i. i: i��,� ° e G OSSWALK A" ° ° / "'_ F.G.= 7.56 / z oq 8 a, A. °-e a L / LT.00T 66 \ / ! T-It S . RAISED PER LCUASS o�* 0� L�C a d• a .. q. ...a / s 94 / ` 8.E1' P PN • e d - a A' 4 I °r v\, I // LOT 5 4 e > _ / F.G.=_7.40 / `f ? 2 2 y� �.00 ? 2 • Q' ��Q ��.\G A" a 'C d N "&G� oo �.r _ °> '6 � I>i 4) `� ,J�Nq a• :°'• .d• ° ° 1 l , •,% E.84 . t� LOT 30 LOT 29� 0.92 °qry ��� I' C�Q GQ a•• as „ .. - T.O.F-=4.49 T.O.F.=4.23 d .F* 'i. >5.14 - - tQ'� I \ I FG- 3.82 F.G= 3.56 da 'p- 'r .•'� LOT 42 - -�_4 I •P� y` ,b c1' ♦ `�/ - LOT 59 LOT 58 T-0.1 O' ° a: .r •I TO.F=7.14 LOT 4 r TO.F.=437 TOT=4.6, �Q •••••• \7 ° a ° I F - 6 a7 I I L - LOT 33 LOT 32 LOT 31 y 7S ° ° a I. T.O.F.-z76 LOT 37 LOT_ 36 LOT 35 F.G.- 3.70 F G.= 3.94 INLET-3PA j . Y / I F.G.- 7.09 - - �O E CLEAN OUT 'o - { I ss e' F. 10.45 T.O.F.=n.t7 NAL GRATE ELEVATION =5003.46 , I , J I I - F.G.- ,O.50 a INV. = 4999.93 c• m s G e, q ? I °• °A da. as 1.r I ¢ N ND ^ a� O INV OUT (18" PIPE) = 4999.62 ° A :.°• i` ': .'i ',i 1- {: I T.a°T750 ss :, �, °' ° °' I LOT 43 I 2 F.G.- 6.83 S \t - ° a INV IN (4 PERF PIPE) - 4999.62 ° , ' a ' d LV _ I y. o �� LID #2 S LOT 19 I (� ALLEY O ~• L' .'a a °• d Y h T.D.F.=6.79 I W ro S iz `` T.O.F.=9.98 b'-', -a °• . . 'a F G.= 6.12 I 1 LOT 2 ' fff A�.' \ I - ''•�'- °d ., a °° a '° i •.I "ryoai Q I F.G.F 6.6at ° '0 a a d •. 1 _ I •I.?� 5.b4 ,t Q `-- •h- �'.. a - _�q °J - r a A' •° A G a ° 1 I LOT 44 J F '1 - °. e . A °• I' ! T.O.F.-6.46 _ �S __-- / /, \` ♦ f' •d.° .a•a : a• - �_" .I ,vC�•� > OT F.G.= 5.79 r 1 TOT-712 i _ _'L. n r LOT 20 7! LOT 21 BOTTOM OF RAIN GARDEN =5002.46 _ - - - _ d a ..' e ° •'• a _. '� F.G.- 6.a5 1072 O.F.-9.88 ° ° d A °. . a v. -- --- --- .I Ivry i % - --- -_ w -_.. -- -- - -- --- - --- - ---- F.G.- 70.05 -1 FG.- 9.2'. i' 1 I'I d a ° d F v ei O - - I -- - ---- �. - F a d ° rM^ ��O -�J�' 13 v�j 61♦ ? .� - _ °. °-° a a.. a d..e .---- L:•--_ �� � -.- -- - - T=� - - s -- ':�',f=. / ^_ ,• -' _ ._L - _ -.A�l�. - - -. - a ° a •,1 yl= - - 3,85 4.18 -- - - f,,... -^-•j.-,- _ --� - -- _ - - da: ;aa4' ° 4.4 °' ' ° ' a ° ° A. ° I I - r 3, do y r n •. .41 ° m T g Q �m� N TIMBERLINE RD e a .�• °.. n °.° - °' a `- o qy o Ok S� ` nli' Q + it -- - - - - Qa °'•. a 4 - 7 d •' ._l A `a'N'� i �7`� _n -I. _ *p� __ `4 h �06 weir✓ a. °.. a ° < A •' d co ' a d Z tJ ad . ° ' -' °• a. ..d,.a .a A. a .. O a PROJECT INFORMATION co W LID #3 RAIN GARDEN °� > o ENGINEERED JEROME MAGSINO PRODUCT 303-349-7555 SiteAssist Q Q MANAGER: JEROME.MAGSINO@ADSPIPE.COM MARK KAELBERER FOR STORMTECH ADS SALES REP: 720-256-8225 INSTALLATION INSTRUCTIONS M MARK.KAELBERER@ADSPIPE.COM VISIT OUR WEBSITE W PROJECT NO: S428230 TM D I� 0 Advanced Drainage Systems, Inc. - 5010 5010 � Q Q = > 0. M MONTAVA SUBDIVISION PHASE D a 5008 5008 FORT COLLINS, CO Z CO O Z MC-3500 STORMTECH CHAMBER SPECIFICATIONS IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM O 1. CHAMBERS SHALL BE STORMTECH MC-3500. 1. STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A U THICKENED PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 5006 THICKENED CONCRETE 5006 2, CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN,IMPACT-MODIFIED POLYPROPYLENE CONCRETE EDGE COPOLYMERS. 2. STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE"STORMTECH MC 3500/MC 4500 CONSTRUCTION GUIDE". EDGE 3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418,"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. 26.78' 2.0% MAX WALL STORMWATER COLLECTION CHAMBERS"CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. S:ORSTONESHOO ER LOCATED OFF THE CHAMBER BED. MTECH RECOMMENDS 3 BACKFILL METHODS: 2.0% MAX BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS,UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD • BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 5004 5004 IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. THE STRUCTURAL DESIGN OF THE CHAMBERS,THE STRUCTURAL BACKFILL,AND THE INSTALLATION REQUIREMENTS SHALL ENSURE ALLEY ALLEY THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,SECTION 12.12,ARE MET FOR: 1) 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. LONG-DURATION DEAD LOADS AND 2)SHORT-DURATION LIVE LOADS,BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6. MAINTAIN MINIMUM-6"(150 mm) SPACING BETWEEN THE CHAMBER ROWS. 4: 1 MAX 4: 1 MAX 6. CHAMBERS SHALL BE DESIGNED,TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, 7. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12"(300 mm)INTO CHAMBER END CAPS. 5002 18" MIN DEPTH 5002 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". g EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN,CRUSHED,ANGULAR STONE OR RECYCLED CONCRETE;AASHTO M43#3,357,4, PROPOSED LOAD CONFIGURATIONS SHALL INCLUDE: 1)INSTANTANEOUS(<1 MIN)AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) 467,5,56,OR 57. OF BIORETENTION GRADE MAXIMUM PERMANENT(75-YR)COVER LOAD AND 3)ALLOWABLE COVER WITH PARKED(1-WEEK) AASHTO DESIGN TRUCK. SAND MEDIA BOTTOM OF RAIN 9. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. 7. REQUIREMENTS FOR HANDLING AND INSTALLATION: 4" MIN DEPTH GARDEN = 5002.42 • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING,CHAMBERS SHALL HAVE INTEGRAL,INTERLOCKING 10. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN OF DIAPHRAGM STACKING LUGS. ENGINEER. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL,THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS 5000 AGGREGATE 5000 THAN 3". 11. ADS RECOMMENDS THE USE OF"FLEXSTORM CATCH IT"INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION,a)THE ARCH STIFFNESS CONSTANT SHALL BE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. 4" PERF PIPE GREATER THAN OR EQUAL TO 450 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b)TO RESIST UNDERDRAIN 3.00' EXISTING CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES(ABOVE 73-F/23-C),CHAMBERS SHALL BE NOTES FOR CONSTRUCTION EQUIPMENT GRADE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 1. STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED.UPON REQUEST BY THE SITE DESIGN 2, THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIMITED: ENGINEER OR OWNER,THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. 4998 4998 DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: • NO RUBBER TIRED LOADER,DUMP TRUCK,OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE INC. • THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. WITH THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". TST, C • THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR • WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". CONSULTING ENGINEERS DEAD LOAD AND 1.75 FOR LIVE LOAD,THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO 748 Whalers Way LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. 3. FULL 36"(900 mm)OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. Suite 200 Fort Collins • THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN Colorado 80525 EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD.ANY CHAMBERS DAMAGED BY USING THE"DUMP AND PUSH"METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD Phone: 970.226.0557 4996 4996 9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. WARRANTY. JOB NO. 10+00 10+40 10+80 1230.0009.00 10. MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER.SEE TECHNICAL NOTE 6.32 FOR MANIFOLD SIZING GUIDANCE.DUE TO CONTACT STORMTECH AT 1-800-821-6710 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS,IT MAY BE NECESSARY TO CUT AND SCALE COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. NTS 11. ADS DOES NOT DESIGN OR PROVIDE MEMBRANE LINER SYSTEMS.TO MINIMIZE THE LEAKAGE POTENTIAL OF LINER SYSTEMS,THE DATE MEMBRANE LINER SYSTEM SHOULD BE DESIGNED BY A KNOWLEDGEABLE GEOTEXTILE PROFESSIONAL AND INSTALLED BY A OCTOBER 2024 QUALIFIED CONTRACTOR. SHEET ..2024 ADS,INC. 212 of 224 CONCEPTUAL LAYOUT - LID #1 NOTES 0. 18 STORMTECH MC-3500 CHAMBERS THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. U w 6 STORMTECH MC-3500 END CAPS THE SITE DESIGN ENGINEER MUST CONSIDER THE EFFECTS OF POSSIBLE SATURATED SOILS ON NEARBY SYSTEMS,INCLUDING BUT NOT LIMITED TO, Q U 12 STONE ABOVE(in) RETAINING WALLS,SLOPE CONSTRUCTION/STABILITY,OR BUILDINGS/STRUCTURES.NO FOUNDATION LOADS SHALL BE TRANSMITTED TO THE CHAMBERS.. = o o 9 STONE BELOW(in) • THE STORMTECH SYSTEM DEPICTED DOES NOT CONTAIN PROPER WATER QUALITY MEASURES.ABSENCE OF WATER QUALITY MEASURES CAN RESULT IN p o 3 UNTREATED STORMWATER.ADS RECOMMENDS THE USE OF ISOLATOR ROW PLUS AND AN UPSTREAM HIGH FLOW BYPASS ON ALL STORMTECH SYSTEMS TO Z U 40 %STONE VOID z w o PROPERLY DIRECT THE FIRST FLUSH. �_ Y 6 3,930 INSTALLED SYSTEM VOLUME(CF)(PERIMETER STONE INCLUDED) U ")m 7,2 INSTALLED WATER QUALITY FLOW RATE(CFS) w 0 z 1222 SYSTEM AREA(ft2) • NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT&THE REQUIRED STORAGE VOLUME CAN - U o O 153 SYSTEM PERIMETER(ft) BE ACHIEVED ON SITE. m o 0 0 (n Q H CN co ID 5 Of S? O CONCEPTUAL ELEVATIONS - LID #1 Cn 4 v m x N LJ p zvi 12.50 MAXIMUM ALLOWABLE GRADE(TOP OF PAVEMENT/UNPAVED) Q ILLN w 5 6.50 MINIMUM ALLOWABLE GRADE(UNPAVED WITH TRAFFIC) Q o m W 6.00 MINIMUM ALLOWABLE GRADE(UNPAVED NO TRAFFIC) U ❑U 6.00 MINIMUM ALLOWABLE GRADE(BASE OF FLEXIBLE PAVEMENT) Z iyj LU ' z Ja 6.00 MINIMUM ALLOWABLE GRADE(TOP OF RIGID PAVEMENT) 5.50 TOP OF STONE a Z w 4.50 TOP OF MC-3500 CHAMBER �S 0.92 24"ISOLATOR ROW PLUS CONNECTION INVERT 3 0.92 24"BOTTOM MANIFOLD/CONNECTION INVERT o 0 0.75 BOTTOM OF MC-3500 CHAMBER STRUCTURE PER PLAN SHOWN AS 30"NYLOPLAST BASIN 0.00 UNDERDRAIN INVERT (24"SUMP MIN) oLd 0.00 BOTTOM OF STONE U a o 24"PARTIAL CUT END CAP,PART#MC35001EPP24BC OR MC35001EPP24BW W w, of TYP OF ALL MC-3500 24"BOTTOM CONNECTIONS AND ISOLATOR PLUS ROWS o wa INSTALL FLAMP ON 24"ACCESS PIPE 'o m PART#MCFLAMP (TYP 3 PLACES) c DRAWN 6"ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN beo a BRB 24"X 24"ADS N-12 BOTTOM MANIFOLD - (SIZE TBD BY ENGINEER/SOLID OUTSIDE PERIMETER STONE) c=i INVERT 2.06"ABOVE CHAMBER BASE 6a CHECKED ow DAP I W Kz STRUCTURE PER PLAN SHOWN AS 30"NYLOPLAST BASIN - I` rF c 0 o DESIGNED (24"SUMP MIN) I w o BRB z= 24"ADS N-12 BOTTOM CONNECTION � \ I I g N FILENAME INVERT 2.06"ABOVE CHAMBER BASE \ i Ov W 0009_Details STRUCTURE PER PLAN SHOWN AS 30"NYLOPLAST BASIN = B J N to U d m (24"SUMP MIN) 04 N z o ww V// o z DC L/ O ow �� t �� P.....•C v d a -w'wc,�: �01707111111 � QQ�O����0 0 0 P �� � � U U • E o00 \vO •••••••• 4 y a° S�CNAL 0 INSPECTION PORT o a (TYP 3 PLACES) o cD N J 0 d m CO O M z Z O F O Q = §a LU oz p z3 F- < z, Q o0 O J w O J_ V V = ow K�u d� as z \ ISOLATOR ROW PLUS(SEE DETAIL) w \ mw w PLACE MINIMUM 17.5'OF ADSPLUS125 WOVEN GEOTEXTILE z 1 OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS °m o 46.7T �a BED LIMITS SHEET 53.48' L 2 OF Z CIO O J CONCEPTUAL LAYOUT - LID #2 NOTES Q 31 STORMTECH MC-3500 CHAMBERS • THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. z 6 STORMTECH MC-3500 END CAPS • THE SITE DESIGN ENGINEER MUST CONSIDER THE EFFECTS OF POSSIBLE SATURATED SOILS ON NEARBY SYSTEMS,INCLUDING BUT NOT LIMITED TO, Q U F 12 STONE ABOVE(in) RETAINING WALLS,SLOPE CONSTRUCTION/STABILITY,OR BUILDINGS/STRUCTURES.NO FOUNDATION LOADS SHALL BE TRANSMITTED TO THE CHAMBERS.. = 0 0 a g STONE BELOW(in) • THE STORMTECH SYSTEM DEPICTED DOES NOT CONTAIN PROPER WATER QUALITY MEASURES.ABSENCE OF WATER QUALITY MEASURES CAN RESULT IN p o 3 UNTREATED STORMWATER.ADS RECOMMENDS THE USE OF ISOLATOR ROW PLUS AND AN UPSTREAM HIGH FLOW BYPASS ON ALL STORMTECH SYSTEMS TO Z U 40 %STONE VOID wUj Q PROPERLY DIRECT THE FIRST FLUSH. Z Y a Q Q 6,354 INSTALLED SYSTEM VOLUME(CF)(PERIMETER STONE INCLUDED) (n Z w 12.4 INSTALLED WATER QUALITY FLOW RATE(CFS) • NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT&THE REQUIRED STORAGE VOLUME CAN J U z o 1934 SYSTEM AREA(ft2) 0 L)o Z 224 SYSTEM PERIMETER(ft) BE ACHIEVED ON SITE. ED U o m �� w O CONCEPTUAL ELEVATIONS - LID #2 0 ~ � `° o p N mx CIO 12.50 MAXIMUM ALLOWABLE GRADE(TOP OF PAVEMENT/UNPAVED) Q u_ w 3 w CO 6.50 MINIMUM ALLOWABLE GRADE(UNPAVED WITH TRAFFIC) Q xt o 3 6.00 MINIMUM ALLOWABLE GRADE(UNPAVED NO TRAFFIC) I- ~ 6.00 MINIMUM ALLOWABLE GRADE(BASE OF FLEXIBLE PAVEMENT) Z Uj Lu .1 z a 6.00 MINIMUM ALLOWABLE GRADE(TOP OF RIGID PAVEMENT) Q z I > 0. 5.50 TOP OF STONE a `o Q 4.50 TOP OF MC-3500 CHAMBER 0.92 24"ISOLATOR ROW PLUS CONNECTION INVERT H 0.92 24"BOTTOM MANIFOLD/CONNECTION INVERT 0.75 BOTTOM OF MC-3500 CHAMBER a CIO 0.00 UNDERDRAIN INVERT o O z 0.00 BOTTOM OF STONE a a{-< O W Z 82.14' W o FF U wd 00 75.44' a N �U 24"X 24"ADS N-12 BOTTOM MANIFOLD o 0 - 6"ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN INVERT 2.06"ABOVE CHAMBER BASE = o w (SIZE TBD BY ENGINEER/SOLID OUTSIDE PERIMETER STONE) Z wa o it w - 24"PARTIAL CUT END CAP, it z PART#MC35001EPP24BC OR MC35001EPP24BW °o i TYP OF ALL MC-3500 24"BOTTOM CONNECTIONS z o 1 AND ISOLATOR PLUS ROWS z w 0 no O wr zz STRUCTURE PER PLAN SHOWN AS 30"NYLOPLAST BASIN U d m (24"SUMP MIN) F cq pw N 7 17, 24"ADS N-12 BOTTOM CONNECTION 0 9 a INVERT 2.06"ABOVE CHAMBER BASE _ w �U STRUCTURE PER PLAN SHOWN AS 30"NYLOPLAST BASIN (24"SUMP MIN) � wF v c zz GoE � n =o L � CO �U OE N K (B o m 0 � U U C9 �o 0 INSTALL FLAMP ON 24"ACCESS PIPE o a PART#MCFLAMP (TYP 3 PLACES) m o N '0 STRUCTURE PER PLAN SHOWN AS 30"NYLOPLAST BASIN z 0, TST INC. (24"SUMP MIN) < _ a INSPECTION PORT o z 3 CONSULTING ENGINEERS (TYP 3 PLACES) x Q z 748 Whalers Way o J W Suite 200 Fort Collins 82.60' = o m Colorado 80525 89.31' Phone: 970.226.0557 \` \ i JOB N0. \ W m 1230.0009.00 ISOLATOR ROW PLUS(SEE DETAIL) m o N w $ SCALE PLACE MINIMUM 17.5'OF ADSPLUS125 WOVEN GEOTEXTILE z° NTS OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET 3 a J1 FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS \ 00 DATE OCTOBER 2024 �a BED LIMITS SHEET 3 OF SHEET 213 of 224 CONCEPTUAL LAYOUT - LID #4 NOTES 37 STORMTECH MC-3500 CHAMBERS THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. U w 4 STORMTECH MC-3500 END CAPS THE SITE DESIGN ENGINEER MUST CONSIDER THE EFFECTS OF POSSIBLE SATURATED SOILS ON NEARBY SYSTEMS,INCLUDING BUT NOT LIMITED TO, Q U 'w 12 STONE ABOVE(in) RETAINING WALLS,SLOPE CONSTRUCTION/STABILITY,OR BUILDINGS/STRUCTURES.NO FOUNDATION LOADS SHALL BE TRANSMITTED TO THE CHAMBERS.. _ 0 a 9 STONE BELOW(in) • THE STORMTECH SYSTEM DEPICTED DOES NOT CONTAIN PROPER WATER QUALITY MEASURES.ABSENCE OF WATER QUALITY MEASURES CAN RESULT IN a p o 3 UNTREATED STORMWATER.ADS RECOMMENDS THE USE OF ISOLATOR ROW PLUS AND AN UPSTREAM HIGH FLOW BYPASS ON ALL STORMTECH SYSTEMS TO Z U o w 40 %STONE VOID Q Z w 7,315 INSTALLED SYSTEM VOLUME(CF)(PERIMETER STONE INCLUDED) PROPERLY DIRECT THE FIRST FLUSH. _ U U 0 a Of 14.8 INSTALLED WATER QUALITY FLOW RATE(CFS) Z = 0 z Z 2199 SYSTEM AREA(ft�) • NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT&THE REQUIRED STORAGE VOLUME CAN J ° . U o z 0 324 SYSTEM PERIMETER(ft) BE ACHIEVED ON SITE. F5 p (n _ o° 0_ m p N CO Z504 1 Z Of CONCEPTUAL ELEVATIONS - LID #4 U) ~ w In o U 0 p o zx N o 12.50 MAXIMUM ALLOWABLE GRADE(TOP OF PAVEMENT/UNPAVED) Q L� 't w 3 6.50 MINIMUM ALLOWABLE GRADE(UNPAVED WITH TRAFFIC) Q xt o w Lv 6.00 MINIMUM ALLOWABLE GRADE(UNPAVED NO TRAFFIC) U o 6.00 MINIMUM ALLOWABLE GRADE(BASE OF FLEXIBLE PAVEMENT) Z ui � Z a 6.00 MINIMUM ALLOWABLE GRADE(TOP OF RIGID PAVEMENT) Q z� 5.50 TOP OF STONE ° n z w 4.50 TOP OF MC-3500 CHAMBER 0.92 24"ISOLATOR ROW PLUS CONNECTION INVERT 3< 0.92 24"BOTTOM MANIFOLD INVERT o 0 0.75 BOTTOM OF MC-3500 CHAMBER 0.00 BOTTOM OF STONE $ Lu>8 w a as Q r; N wwi a �y ❑ o as 146.64' r UU ao m 139.94' a N Wr U o DRAWN a BRB 24"PARTIAL CUT END CAP,PART#MC3500IEPP24BC OR MC3500IEPP24BW - F TYP OF ALL MC-3500 24"BOTTOM CONNECTIONS AND ISOLATOR PLUS ROWS ° L� CHECKED o DAP INSPECTION PORT INSTALL FLAMP ON 24"ACCESS PIPE W W N (TYP 2 PLACES) PART#MCFLAMP o 0 o DESIGNED (TYP 2 PLACES) w BRB z° cD w STRUCTURE PER PLAN SHOWN AS w FILENAME 1 30"NYLOPLAST BASIN p F i (24"SUMP MIN) L? w 0009_Details = aJ FE FE mx vNx//' F///, 1�i a �I ® o ow Pp0 L/0 U EF// o 24"X 24"ADS N-12 BOTTOM MANIFOLD INVERT 2.06"ABOVE CHAMBER BASE F >, — o •\ \\G \S` N U ��\'O\ GO\\v • �l/ L f� 6"ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN 0 ��� •; (SIZE TBD BY ENGINEER/SOLID OUTSIDE PERIMETER STONE) t� o °0 \O� ••••••••\tl\ V� �o 0❑ S�ONAL r� oz STRUCTURE PER PLAN SHOWN AS 30"NYLOPLAST BASIN > co chi '° o❑ (24"SUMP MIN) m o m o 0 Q = 20 Io G ° z3 D' Q o❑ O J W "If N J F V S ❑w 132.77' ww� a= \\\ ISOLATOR ROW PLUS(SEE DETAIL) 139.48' W mo PLACE MINIMUM 17.5'OF ADSPLUS125 WOVEN GEOTEXTILE 3 a OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET CD x FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS °0 ra BED LIMITS SHEET 4 OF 9 Z CIO J CONCEPTUAL LAYOUT - LID #5 NOTES Of O� Q 41 STORMTECH MC-3500 CHAMBERS • THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. U) o z 6 STORMTECH MC-3500 END CAPS • THE SITE DESIGN ENGINEER MUST CONSIDER THE EFFECTS OF POSSIBLE SATURATED SOILS ON NEARBY SYSTEMS,INCLUDING BUT NOT LIMITED TO, Q U w 12 STONE ABOVE(in) RETAINING WALLS,SLOPE CONSTRUCTION/STABILITY,OR BUILDINGS/STRUCTURES.NO FOUNDATION LOADS SHALL BE TRANSMITTED TO THE CHAMBERS.. = o1 0- 0 THE STORMTECH SYSTEM DEPICTED DOES NOT CONTAIN PROPER WATER QUALITY MEASURES.ABSENCE OF WATER QUALITY MEASURES CAN RESULT IN O- p F 9 STONE BELOW(in) o Z r Q UNTREATED STORMWATER.ADS RECOMMENDS THE USE OF ISOLATOR ROW PLUS AND AN UPSTREAM HIGH FLOW BYPASS ON ALL STORMTECH SYSTEMS TO U o w PROPERLY DIRECT THE FIRST FLUSH. 40 %STONE VOID Z w 8,074 INSTALLED SYSTEM VOLUME(CF)(PERIMETER STONE INCLUDED) (n Z Q w a Q Q 16.4 INSTALLED WATER QUALITY FLOW RATE(CFS) • NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT&THE REQUIRED STORAGE VOLUME CAN J U Z a 2416 SYSTEM AREA(ft2) p Jp °o Z 266 SYSTEM PERIMETER(ft) BE ACHIEVED ON SITE. ED U o m O r O s� CONCEPTUAL ELEVATIONS - LID #5 N m� CIO 12.50 MAXIMUM ALLOWABLE GRADE(TOP OF PAVEMENT/UNPAVED) Q O o � U) to 6.50 MINIMUM ALLOWABLE GRADE(UNPAVED WITH TRAFFIC) Q #r 6.00 MINIMUM ALLOWABLE GRADE(UNPAVED NO TRAFFIC) U o 6 U 6.00 MINIMUM ALLOWABLE GRADE(BASE OF FLEXIBLE PAVEMENT) O o o 6.00 MINIMUM ALLOWABLE GRADE(TOP OF RIGID PAVEMENT) Q of Z 5.50 TOP OF STONE ° a o r 4.50 TOP OF MC-3500 CHAMBER 0. 0 s 0.92 24"ISOLATOR ROW PLUS CONNECTION INVERT Z� H 0.92 24"BOTTOM MANIFOLD/CONNECTION INVERT ❑0 0.75 BOTTOM OF MC-3500 CHAMBER CIO 0.00 BOTTOM OF STONE oww Z a a O rC o 115.52' ocf wrw r 104.10' ° wa ao a? wU W� p0 y w 6"ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN c= F (SIZE TBD BY ENGINEER/SOLID OUTSIDE PERIMETER STONE) 3 0, INSPECTION PORT r z (TYP 3 PLACES) 24"X 24"ADS N-12 BOTTOM MANIFOLD o 0 0 INVERT 2.06"ABOVE CHAMBER BASE w (TYP 2 PLACES) (D o z LL O — STRUCTURE PER PLAN SHOWN AS 30"NYLOPLAST BASIN w (24"SUMP MIN) w &Z 24"ADS N-12 BOTTOM CONNECTION 2 a n STRUCTURE PER PLAN SHOWN of o N INVERT 2.06"ABOVE CHAMBER BASE = O o x AS 30"NYLOPLAST BASIN N (24"SUMP MIN) I STRUCTURE PER PLAN SHOWN AS 30"NYLOPLAST BASIN c� w J L _ (24"SUMP MIN) ❑ ww F W - - - - - - - - — � � mm z0 K CD OZ O INSTALL FLAMP ON 24"ACCESS PIPE U 00 �o PART#MCFLAMP 06 (TYP 3 PLACES) 0 0 > D om p0 24"PARTIAL CUT END CAP, —' J o a m PART#MC35001EPP246C OR MC35001EPP246W Zzi, o x TST INC. TYP OF ALL MC-3500 24"BOTTOM CONNECTIONS Q = ' AND ISOLATOR PLUS ROWS w ° o Z CONSULTING ENGINEERS 748 Whalers Way � < o, ~ a ❑ Suite 200 Fort Collins O J W N m Colorado 80525 10 Phone: 970.226.0557 a� JOB NO. W 1230.0009.00 ISOLATOR ROW PLUS(SEE DETAIL) m 0 W > SCALE N TS k. PLACE MINIMUM 17.5'OF ADSPLUS125 WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS 96.94' w 0 DATE Im OCTOBER 2024 BED LIMITS 103.64' SHEET 5 OF 9 SHEET 214 of 224 Ui ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS Q wx p oa rw MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT zz o z ZU FINAL FILL:FILL MATERIAL FOR LAYER'D'STARTS FROM THE _7) Z Q LU o PREPARE PER SITE DESIGN ENGINEER'S PLANS.PAVED J Z O TOP OF THE'C'LAYER TO THE BOTTOM OF FLEXIBLE ANY SOIL/ROCK MATERIALS,NATIVE SOILS,OR PER ENGINEER'S �_ o U 0 D N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND J O N PAVEMENT OR UNPAVED FINISHED GRADE ABOVE.NOTE PLANS.CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. 0 O o V) a- O THAT PAVEMENT SUBBASE MAY BE PART OF THE'D'LAYER PREPARATION REQUIREMENTS. m U N o) Z g Z I- co � -o O U AASHTO M145' a, v m N w GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES,<35% A-1,A-2-4,A-3 BEGIN COMPACTIONS AFTER 18"(450 mm)OF MATERIAL Q LL Z 3 INITIAL FILL: FILL MATERIAL FOR LAYER'C'STARTS FROM > w g 5 p FINES OR PROCESSED AGGREGATE. OVER THE CHAMBERS IS REACHED.COMPACT ADDITIONALLLI THE TOP OF THE EMBEDMENT STONE('B'LAYER)TO 18"(450 Q C OR LAYERS IN 12"(300 mm)MAX LIFTS TO A MIN.95%PROCTOR ° � mm)ABOVE THE TOP OF THE CHAMBER.NOTE THAT F' L) o MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF DENSITY FOR WELL GRADED MATERIAL AND 95%RELATIVE z LU o a DENSITY FOR PROCESSED AGGREGATE MATERIALS. O 1.- O PAVEMENT SUBBASE MAY BE A PART OF THE'C'LAYER. THIS LAYER. AASHTO M43' w 1 w a 3,357,4,467,5,56,57,6,67,68,7,78,8,89,9,10 Q p o oU EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS .2 B FROM THE FOUNDATION STONE('A'LAYER)TO THE'C'LAYER CLEAN,CRUSHED,ANGULAR STONE OR RECYCLED CONCRETES AASHTO M43 NO COMPACTION REQUIRED Z a ABOVE. 3,357,4,467,5,56,57 0❑ FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE AASHTO M43' =a A CLEAN,CRUSHED,ANGULAR STONE OR RECYCLED CONCRETES PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 SUBGRADE UP TO THE FOOT(BOTTOM)OF THE CHAMBER. 3,357,4,467,5,56,57 0 w Ld a Fa Q Fe wJ p PLEASE NOTE: N 0 0 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN,CRUSHED,ANGULAR.FOR EXAMPLE,A SPECIFICATION FOR#4 STONE WOULD STATE:"CLEAN,CRUSHED,ANGULAR NO.4(AASHTO M43)STONE". w 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA'LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9"(230 mm)(MAX)LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. r 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION,FOR STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR U COMPACTION REQUIREMENTS. 3° m 4. ONCE LAYER'C'IS PLACED,ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D'UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C'OR'D'AT THE SITE DESIGN ENGINEER'S DISCRETION. w 5. WHERE RECYCLED CONCRETE AGGREGATE IS USED IN LAYERS'A'OR'B'THE MATERIAL SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OUTLINED IN TECHNICAL NOTE 6.20"RECYCLED CONCRETE STRUCTURAL BACKFILL". -0 DRAWN 00 ff y a BRB _ �w ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL � CHECKED AROUND CLEAN,CRUSHED,ANGULAR STONE IN A&B LAYERS o it DAP 1 < o o DESIGNED af D 'TO BOTTOM OF FLEXIBLE PAVEMENT.FOR UNPAVED Z O B R B INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, 8' PERIMETER STONE - wcREASEcovERro2a saomm. 18" 450mm Zw (SEE NOTE 4) C 1 ( ) (2.4 m) 0 N FILENAME MIN' 12"(300 mm)MIN MAX O w 0009_Details om U a m 11 m o EXCAVATION WALL y ,Ir w (CAN BE SLOPED OR VERTICAL) d 45" "THIS CROSS SECTION DETAIL REPRESENTS O o 1-1 01 PDO (1143 mm) MINIMUM REQUIREMENTS FOR INSTALLATION. t (n w§ Q�•••••'•• PLEASE SEE THE LAYOUT SHEET(S)FOR E PROJECT SPECIFIC REQUIREMENTS. a wPee���G�\O j wN A o D 0 �O��G GD�S 19 U U C� • 9"(230 mm)MIN cr E 6"(150 mm)MIN (SEE NOTE 3) Q m o o Z \ F� ••: ��� 0 MC3500 - 6„ L b � O •••••• \G END CAP SUBGRADE SOILS (150 mm)MIN 77"(1956 mm) 12"(300 mm)MIN Q 0o0 ONAL�\ (SEE NOTE 3) 0 0 ❑O w z O J w0 p m m Z M Z O O '0 2 _ 1a NOTES: w ° DZ o z3 z� 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418,"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" o~ Q o CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. 0 2. MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". a� 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOWABLE BEARING CAPACITY)OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION a= FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.REFERENCE STORMTECH DESIGN MANUAL FOR BEARING CAPACITY GUIDANCE. Z w� mo 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 0 w 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: CD w z • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING,CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. o� • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL,THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". m �w • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION,a)THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/FT/%. AND b)TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES(ABOVE 73°F/23°C),CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. SHEET 6 of 9 Z � O J o aLU ow COVER PIPE CONNECTION TO END - INSTALL FLAMP ON 24"(600 mm)ACCESS PIPE OPTIONAL INSPECTION PORT U CAP WITH ADS GEOSYNTHETICS 601T PART#:MCFLAMP co 2 zo o NON-WOVEN GEOTEXTILE MO MC-3500 CHAMBER MC-3500 END CAP z O z LLI o Z U w > Q o_ _ Cn U U 3 Cn Z_ Q LU c o J � = zed UZ STORMTECH HIGHLY RECOMMENDS m o o FLEXSTORM INSERTS IN ANY UPSTREAM c�� o, w STRUCTURES WITH OPEN GRATES Cn � N °w O O mw c Q Z� r/ ELEVATED BYPASS MANIFOLD Q o U g u z LU 0 a i U o� Z uJ o O o z w O a zw a z Q I 3� Z co a i 0 �� O --------- 's Z_ o SUMP DEPTH TBD BY SITE DESIGN ENGINEER NYLOPLAST ao (24"[600 mm]MIN RECOMMENDED) U 24"(600 mm)HDPE ACCESS PIPE REQUIRED ONE LAYER OF ADSPLUS125 WOVEN GEOTEXTILE BETWEEN o 0 USE FACTORY PARTIAL CUT END CAP PART#: FOUNDATION STONE AND CHAMBERS a MC35001EPP24BC OR MC35001EPP24BW 8.25'(2.51 m)MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS w o 00 y �w _ �w MC-3500 ISOLATOR ROW PLUS DETAIL 20- z 20- NTS ow o? f It z w 0 00 w F wof w o Z. (7 w ZF INSPECTION & MAINTENANCE 12"(300 mm)MIN WIDTH NYLOPLAST 8"LOCKING SOLID o F o COVER AND FRAME U w STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT CONCRETE COLLAR/ASPHALT OVERLAY U w 8"(200 mm)MIN THICKNESS OF ASPHALT w w z A. INSPECTION PORTS(IF PRESENT) OVERLAY AND CONCRETE COLLAR NOT REQUIRED FOR GREENSPACE OR mo a A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN NON-TRAFFIC APPLICATIONS 0 it A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED S 0 0 w A.3. USING A FLASHLIGHT AND STADIA ROD,MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS(OPTIONAL) v E J A.S. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. o� B. ALL ISOLATOR PLUS ROWS 8"NYLOPLAST UNIVERSAL DRAIN BODY _ w B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS (PART#2708AG41PKIT)OR TRAFFIC RATED CO o Z Z ASPHALT OVERLAY FOR BOX W/SOLID LOCKING COVER E Do B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE U U TRAFFIC APPLICATIONS L w i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY , ii FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE 4"(100 mm)SDR 35 PIPE E 6 o 0 B.3. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. CONCRETE COLLAR U 0 Q o 0 STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS STORMTECH CHAMBER o a A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45"(1.1 m)OR MORE IS PREFERRED o o B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN 4"(100 mm)INSERTA TEE � (D a m C. VACUUM STRUCTURE SUMP AS REQUIRED TO BE CENTERED ON CORRUGATION VALLEY 00 cn z Q = TST, INC. STEP 3) REPLACE ALL COVERS,GRATES,FILTERS,AND LIDS;RECORD OBSERVATIONS AND ACTIONS. w O 00 CONSULTING ENGINEERS Z STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. of Q o 0 748 Whalers Way CD Suite 200 Fort Collins Colorado 80525 v = o NOTES wPhone: 970.226.0557 aw a� JOB N0. 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION.ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS Z, 230.0009.00 OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. NOTE: m o INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY. _ SCALE 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. ' z NTS 00 � �a 4" PVC INSPECTION PORT DETAIL o m DATE OCTOBER 2024 (MC SERIES CHAMBER) SHEET NTS 7 of 9 SHEET 215 of 224 UNDERDRAIN DETAIL MC-3500 TECHNICAL SPECIFICATION °� w STORMTECH NTS STORMTECH NTS Q = ?� VALLEY - 86.0"(2184 mm) o CHAMBERS STORMTECH CHAMBER STIFFENING RIB CREST INSTALLED 0 3 END CAP Z U o w z OUTLET MANIFOLD CREST WEB cn 3 L) STIFFENING RIB c/) Z Q w LOWER JOINT J af = Z O CORRUGATION J U g z O o o V) 1 j m U N o z� Z O FOUNDATION T U) of ma U) STONE j N w � BENEATH CHAMBERS Q O o 3 > > 3 W FOOT Q �J Z w o� w � w ADS GEOSYNTHETICS 601T 1 of F NON-WOVEN GEOTEXTILE SECTION A-A DUAL WALL UPPER JOINT CORRUGATION PERFORATED BUILD ROW IN THIS DIRECTION �> 0HDPE �a STORMTECHDCAP UNDERDRAIN 00 END CAP -� - 90.0"(2286 mm) Nw ACTUALLENGTH Ia zLd o > a Fa Q B B 45.0" 45.0" 22.2" N zw; o 1 (1143 mm) ;' (1143 mm) (564 mm) o wo INSTALLED FOUNDATION STONE i / w a A BENEATH CHAMBERS i �o m ���..JJJ I a n - 77.0" 75.0" o o DRAWN ADS GEOSYNTHETICS 601T (1956 mm) �- Y o a BRB -A NON-WOVEN GEOTEXTILE of (1905 mm) o NOMINAL CHAMBER_SPECIFICATIONS ; w a CHECKED - NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER SIZE(W X H X INSTALLED LENGTH) 77.0"X 45.0"X 86.0" (1956 mm X 1143 mm X 2184 mm) DAP E 4"(100 mm)TYP FOR SC-310&SC-160LP SYSTEMS SECTION B-B CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m') °N 6"(150 mm)TYP FOR SC-740,SC-800,DC-780,MC-3500,MC-4500&MC-7200 SYSTEMS MINIMUM INSTALLED STORAGE* 175.0 CUBIC FEET (4.96 m') < T w DESIGNED WEIGHT 134 Ibs. (60.8 kg) af 2 25.7" Z BRB NOMINAL END CAP SPECIFICATIONS (653 mm) z FILENAME MC-SERIES END CAP INSERTION DETAIL SIZE(W X H X INSTALLED LENGTH) 75.0"X 45.0"X 22.2" (1905 mm X 1143 mm X 564 mm) NTS END CAP STORAGE 14.9 CUBIC FEET (0.42 m') w 0009_Details MINIMUM INSTALLED STORAGE* 45.1 CUBIC FEET (1.28 m') U a STORMTECH END CAP WEIGHT 49 Ibs. (22.2 kg) w w o �z pw *ASSUMES 12"(305 mm)STONE ABOVE,9"(229 mm)STONE FOUNDATION,6"(152 mm)STONE o o BETWEEN CHAMBERS,6"(152 mm)STONE PERIMETER IN FRONT OF END CAPS AND 40%STONE t ai w ••••"•• 12"(300 mm) 6t • POROSITY. E D • ,�,PN \�P�' w MIN SEPARATION w PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH"B" B r - • 12"(300 mm)MIN INSERTION - PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH"T" j o j o \O�\G GO\�j • END CAPS WITH A PREFABRICATED WELDED STUB END WITH"W" -U \' \ \ • END CAPS WITH A WELDED CROWN PLATE END WITH"C" E -0 N Wo MANIFOLD STUB PART # .STUB B C o °o \Q� • •• •••• • G\ MC35001EPP06T 33.21"(844 mm) --- � `O S' MANIFOLD HEADER 6"(150 mm) U o c TONAL MC35001EPP06B - 0.66"(17 mm) MC35001EPP08T 31.16"(791 mm) - o z MC35001EPP08B 8"(200 mm) _ 0.81"(21 mm) > N MC35001EPP10T 29.04"(738 mm) - CO o ° 10"(250 mm) C Z MC35001EPP10B - 0.93"(24 mm) ¢ _ 'a° MC35001EPP12T 26.36"(670 mm) - w 0 z 12"(300 mm) MANIFOLD HEADER MC35001EPP12B - 1.35"(34 mm) �� <o z 3 o0 MC35001EPP15T 15" 375 mm 23.39"(594 mm) - CUSTOM PARTIAL CUT INVERTS ARE v ¢ ° MANIFOLD STUB MC35001EPP15B ( ) - 1.50"(38 mm) AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE _ MC35001EPP18TC 20.03"(509 mm) - 12-24"(300-600 mm)SIZE ON SIZE a MC35001EPP18TW 18"(450 mm) AND 15-48"(375-1200 mm) MC35001EPP186C ___ ECCENTRIC MANIFOLDS.CUSTOM w 1.77"(45 mm) w x MC35001EPP18BW INVERT LOCATIONS ON THE MC-3500 N° 12"(300 mm) 12"(300 mm) a MIN SEPARATION - MC35001EPP24TC END CAP CUT IN THE FIELD ARE NOT m MIN INSERTION 14.48"(368 mm) - RECOMMENDED FOR PIPE SIZES z MC35001EPP24TW 24"(600 mm) GREATER THAN 10"(250 mm).THE z w a MC35001EPP24BC o MC35001EPP246W --- 2.06"(52 mm) INVERT LOCATION IN COLUMN'B' N s ARE THE HIGHEST POSSIBLE FOR a NOTE:MANIFOLD STUB MUST BE LAID HORIZONTAL MC35001EPP30BC 30"(750 mm) --- 2.75"(70 mm) THE PIPE SIZE. FOR A PROPER FIT IN END CAP OPENING. SHEET NOTE:ALL DIMENSIONS ARE NOMINAL OF Z O J o aw ow < C) NYLOPLAST DRAIN BASIN o I oa W NTS Z OU p 3 U > Q INTEGRATED DUCTILE IRON U o 3 FRAME&GRATE/SOLID TO J = Z 0 MATCH BASIN O.D. J m U o, O 0o m 0 0� �� 18"(457 mm) F- `� o� 3 cli z O z MIN WIDTH � 00 00 't m w CIO Q zo > o cn ?5CO AASHTO H-20 CONCRETE SLAB < U o U 8"(203 mm)MIN THICKNESS Z w o a O < o w� > 0. 12"(610 mm)MIN TRAFFIC LOADS:CONCRETE DIMENSIONS o a (FOR AASHTO H-20) ARE FOR GUIDELINE PUPOSES ONLY. z ACTUAL CONCRETE SLAB MUST BE N DESIGNED GIVING CONSIDERATION FOR z a H INVERT ACCORDING TO LOCAL SOIL CONDITIONS,TRAFFIC o PLANS/TAKE OFF LOADING&OTHER APPLICABLE DESIGN fL CIO FACTORS >a> z o 0 O ADAPTER ANGLES VARIABLE 0°-360° a a< O ACCORDING TO PLANS o w W w Z❑Z 0 Q VARIABLE SUMP DEPTH ACCORDING TO PLANS w w VARIOUS TYPES OF INLET AND [6"(152 mm)MIN ON 8-24"(200-600 mm), a 10"(254 mm)MIN ON 30"(750 mm)] OUTLET ADAPTERS AVAILABLE: =o 4-30"(100-750 mm)FOR o °�° CORRUGATED HDPE 4"(102 mm)MIN ON 8-24"(200-600 mm) o 6"(152 mm)MIN ON 30"(750 mm) 3 ° ow o 0 w o? f of z w WATERTIGHT JOINT o 0 wof 0 wo (CORRUGATED HDPE SHOWN) - A BACKFILL MATERIAL BELOW AND TO SIDES ?° OF STRUCTURE SHALL BE ASTM D2321 g w F CLASS I OR II CRUSHED STONE OR GRAVEL o AND BE PLACED UNIFORMLY IN 12"(305 mm) vi W _ LIFTS AND COMPACTED TO MIN OF 90% F a Z Q ma a. pw a. w O ow J F- ® } U Z 0 j NOTES H � MF 1. 8-30"(200-750 mm)GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 o GRADE 70-50-05 c) D o 2. 12-30"(300-750 mm)FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 O N U U 3. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS v w of 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 rn °o FOR CORRUGATED HDPE(ADS&HANCOR DUAL WALL)&SDR 35 PVC Z or x 5. FOR COMPLETE DESIGN AND PRODUCT INFORMATION: WWW.NYLOPLAST-US.COM r 0 6 6. TO ORDER CALL: 800-821-6710 01 p z 0 >o J p am A PART# GRATE/SOLID COVER OPTIONS Z co 8" PEDESTRIAN LIGHT STANDARD LIGHT ¢ _ TST, INC. (200 mm) 2808AG DUTY DUTY SOLID LIGHT DUTY w ° o z CONSULTING ENGINEERS 10" PEDESTRIAN LIGHT STANDARD LIGHT of Of Z� 748 Whalers Way (250 mm) 2810AG DUTY DUTY SOLID LIGHT DUTY a a o o Suite 200 Fort Collins 12" PEDESTRIAN STANDARD AASHTO SOLID = o Colorado 80525 (300 mm) 2812AG AASHTO H-10 H-20 AASHTO H-20 s Phone: 970.226.0557 w a� 15" PEDESTRIAN STANDARD AASHTO SOLID JOB N0. (375 mm) 2815AG AASHTO H-10 H-20 AASHTO H-20 w' 1230.0009.00 18" PEDESTRIAN STANDARD AASHTO SOLID i w 2818AG =� SCALE (450 mm) AASHTO H-10 H-20 AASHTO H-20 co NTS 24" PEDESTRIAN STANDARD AASHTO SOLID 3 (600 mm) 2824AG AASHTO H-10 H-20 AASHTO H-20 o DATE 30" PEDESTRIAN STANDARD AASHTO SOLID a OCTOBER 2024 (750 mm) 2830AG AASHTO H-20 H-20 AASHTO H-20 SHEET SHEET OF 216 of 224 18" RCP OUTLET Q2-4.43 CFS RIM ELEV= 5003.05 100-YR WSE = 5001.12 DIVERSION STRUCTURE 1 2-YR WSE = 4999.50 ------------------------- = ------------------------- (STMH-1 A) PLAN VIEW SECTION A-A 48"X76" HERCP INLET 48"X76" HERCP INLET Z DIVERSION STRUCTURE 1 INV. OUT=4995.11 INV. IN=4995.11 A z g 5; 18" RCP w INV. OUT=4995.11 48"X76" HERCP OUTLET 48"X76" HERCP INLET RIM ELEV= 5003.05 Q100= 105.56 CFS /� Q100=105.56 CFS Q2 = 19.83 CFS Q2= 24.26 CFS TOP OF WEIR WALL = 4999.50 w Q 0 - - - - - - - - - - - - - -- 18" 18" RCP INLET >- SECTION B-B m 48"X76" HERCP INLET 1 INV. IN=4995.11 DIVERSION STRUCTURE 1 INV. OUT=4995.11 � � � � - - - - - - - - - - B DRAWN - - - - - - - - - - - - - - - \\ _ _� - - - - - - - - - - BRB 48"X76" RCP CHECKED DAP INV. OUT=4995.11 DESIGNED BRB 18" RCP OUTLET FILENAME 0009_Details Q2=8.87 CFS DIVERSION STRUCTURE 2 RIM ELEV= 5005.43 (STMH-2F) PLAN VIEW 100-YR WSE = 5002.58 p�PpO L/C 2-YR WSE = 5000.83 - - - - - - - - - - - - - - - - - - - - - __ •O\�G p�S� SECTION A-A 30" RCP INLET _ 30" RCP INLET Q� p�G •��� DIVERSION STRUCTURE 2 INV. OUT_4999.39 - INV IN_4999.39 �p� S ,* - - - - /ONAL � 18" RCP INV. OUT=4999.391 A 48"0 MANHOLE B RIM ELEV= 5005.43 TOP OF WEIR WALL = 5000.82 o MANHOLE STEPS (TYP.) 0 0 30" RCP OUTLET A 30" RCP INLET 18" RCP INLET o Q100=38.10 CFS - - - - - - - - - - - - 8" WATER QUALITY WEIR Qioo= 38.10 CFS INV. IN=4999.39 0 Q2= 8.87 CFS SECTION B-B 30 RCP INLET DIVERSION STRUCTURE 2 INV. OUT=4999.39 / B 6" UNDERDRAIN - - - - - - - - - - - - - - - - - - - - - - - - 30" RCP 18" PIPE A 18" PIPE INV. OUT=4999.39 2.00' B z co O J g - Q RIM ELEV= 5002.69LID WATER QUALITY OUTLET STRUCTURE CO W DIVERSION STRUCTURE 3 100-YR WSE = 5000.25 (STMH-3BD) PLAN VIEW - = 2-YR WSE = 4996.57 Q 0 36" RCP INLET - - - - - - - - - - LID #1 4.12' 9.B2' W W 48" RCP OUTLET SECTION A-A 48 RCP INLET O Q100= 45.54 CFS /� Qioo= 45.54 CFS 36" RCP INLET LID 2 4.08' 9.08' -/� INV. OUT=4995.27 # Q2= 10.47 CFS DIVERSION STRUCTURE 3 INV. IN-4995.27 LID #4 5.52' 11.02' � Q - - - - - - - - - - - - LID #5 1 5.61' 1 11.61' Q B 18" RCP > INV. OUT=4995.27 Q A RIM ELEV= 5002.69 z co O Z TOP OF WEIR WALL = 4996.57 O V SECTION B-B 18" RCP INLET INV. IN=4995.27 48" RCP INLET DIVERSION STRUCTURE 3 - - - - - - - - - - INV. OUT=4995.27 *ME - - - - - - - - - - - - - - - - - - - - - - - 36" RCP 18" RCP OUTLET INV. OUT=4995.27 Q2= 10.47 CFS RIM ELEV= 5003.05 18" RCP OUTLET 100-YR WSE = 5000.64 DIVERSION STRUCTURE 4 Q2=11.28 CFS 2-YR WSE = 4996.63 (STMH-3AB) PLAN VIEW - - - - - - - - - - SECTION A-A 54" RCP INLET DIVERSION STRUCTURE 4 INV. OUT=4994.32 = INV RCP INLET INV. IN=4994.34 - - - - - - - - - - - - - - - - - - A 18" RCP INV. OUT=4994.34 B TST, INC. RIM ELEV= 5003.05 CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins 80525 54" RCP OUTLET A 10 RCP INLET Phone: 970.226.0557 Q = 48.77 CFS Q - 48.77 CFS Colorado i oo- �oo Q2= 11.28 CFS JOB N0. - - - - - - - - - - TOP OF WEIR WALL = 4996.63 1230.0009.00 SCALE 1" = 5' SECTION B-B " 18" RCP INLET 54 HERCP INLET 34 IN=4994. DIVERSION STRUCTURE 4 INV. OUT=4994.34 INV. DATE OCTOBER 2024 // - - - - - - - - - - - - - - - - - - - - - - �� /� - - - - - - - - 5 0 5 10 SHEET B 48" RCP scale 1"=5' feet 217 of 224 INV. OUT=4994.34 Check Dams (CD) EC-12 EC-12 Check Dams (CD) Check Dams (CD) EC-12 EC-12 Check Dams (CD) Z 0 1= U) D_ z O Cn U) W CD CHECK DAM INSTALLATION NOTES R C D REINFORCED CHECK DAM MAINTENANCE NOTES LENGTH, L ALTERNATIVE TO STEPS ON BANKS ABOVE CREST: 1. SEE PLAN VIEW FOR: DEFORM GABIONS AS NECESSARY TO ALIGN TOP OF GABIONS 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. CREST LENGTH, CL B -LOCATION OF CHECK DAMS. WITH GROUND SURFACE: AVOID GAPS BETWEEN GABIONS MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE, INSPECT BMPs AS SOON AS SECTION -CHECK DAM TYPE (CHECK DAM OR REINFORCED CHECK DAM). A POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE B TYP. D SECTION -LENGTH (L), CREST LENGTH (CL), AND DEPTH (D). EROSION, AND PERFORM NECESSARY MAINTENANCE. A LENGTH L (1 rl. 2. CHECK DAMS INDICATED ON INITIAL SWMP SHALL BE INSTALLED AFTER CONSTRUCTION 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY r0 MAINTAIN BMPs IN MIN") 1 6" MAX. STEP CREST LENGTH CL EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE (MIN) i(2 FENCE, BUT PRIOR TO ANY UPSTREAM LAND DISTURBING ACTIVITIES. HEIGHT 1'6" DOCUMENTED THOROUGHLY. w COMPACTED / fy - y 3. RIPRAP UTILIZED FOR CHECK DAMS SHOULD BE OF APPROPRIATE SIZE FOR THE JJJ �' " 1� 6' TYP D 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON Q BACKFILL, 1 �' ' + c APPLICATION. TYPICAL TYPES OF RIPRAP USED FOR CHECK DAMS ARE TYPE M (D50 12") G4 (1'6" MIN) o (TYP.) �` '' OR TYPE L (D50 9"). - DISCOVERY OF THE FAILURE. CHANNEL GRADE COMPACTED UPSTREAM AND TOP OF CHECK DAM 4. RIPRAP PAD SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF 1'. TR�O�CKKED GABION 4. SEDIMENT ACCUMULATED UPSTREAM OF REINFORCED CHECK OAM5 SHALL BE REMOVED ASDOWNSTREAM q BACKFILL HOG RINGS MIN. BURY TO NEEDED TO MAINTAIN THE EFFECTIVENESS OF BMP, TYPICALLY WHEN THE UPSTREAM SEDIMENT 5. THE ENDS OF THE CHECK DAM SHALL BE A MINIMUM OF 1' 6" HIGHER THAN THE CENTER (TYP) DEPTH 1'6" ADJACENT GABION DEPTH IS WITHIN Yi THE HEIGHT OF THE CREST. m OF THE CHECK DAM. 5. REPAIR OR REPLACE REINFORCED CHECK DAMS WHEN THERE ARE SIGNS OF DAMAGE SUCH CHECK DAM ELEVATION VIEW AS HOLES IN THE GABION OR UNDERCUTTING DRAWN CHECK CHECK DAM MAINTENANCE NOTES REINFORCED CHECK DAM ELEVATION VIEW BRB 2 6 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. 6. REINFORCED CHECK DAMS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED CHANNEL MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS AREA IS STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. CHECKED 1' 6" icy GRADE POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE 3' D50=6" RIPRAP DAP FLOW MIN. EROSION, AND PERFORM NECESSARY MAINTENANCE. ENCLOSED IN GABION 7. WHEN REINFORCED CHECK DAMS ARE REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL, SEEDED AND MULCHED, AND COVERED WITH A GEOTEXTILE BLANKET, DESIGNED 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN 1'8 j �- 6" MIN. OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. 1' MIN. N_- 01:� EXCAVATION TO NEAT r "y ' MIN BRB LINE, AVOID OVER-EXCAVATION, EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE FLOW Y (TYP.) DOCUMENTED THOROUGHLY. 1zj17:0TEXTILE (DETAIL ADAPTED FROM DOUGLAS COUNTY, COLORADO AND CITY OF AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) TYP. FILENAME 1,6 CHANNEL GRADE NOTF: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN 0009-Details D50 = 12" RIPRAP, TYPE M OR DISCOVERY OF THE FAILURE. COMPACTED BACKFILL -� BLANKET DIFFERENCES ARE NOTED. TYPE L D50= 9" (SEE TABLE MD-7, MAJOR DRAINAGE, VOL. 1 4. SEDIMENT ACCUMULATED UPSTREAM OF THE CHECK DAMS SHALL BE REMOVED WHEN THE SECTION A FOR GRADATION) SECTION A SEDIMENT DEPTH IS WITHIN S2 OF THE HEIGHT OF THE CREST. 1DO L/C O� ••••••• 5. CHECK DAMS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS REINFORCED CHECK DAM INSTALLATION NOTES STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. 1. SEE PLAN VIEW FOR: . Q S CHANNEL GRADE 6. WHEN CHECK DAMS ARE REMOVED, EXCAVATIONS SHALL BE FILLED WITH SUITABLE -CHECK-LOCATIONS OF CHECK CK DAMS.DAM OR REINFORCED CHECK DAM). • G Pe\eS���G\ FLOW COMPACTED BACKFILL. DISTURBED AREA SHALL BE SEEDED AND MULCHED AND COVERED WITH �� 0\v • GEOTEXTLE OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. -LENGTH (L), CREST LENGTH (CL), AND DEPTH (D). Q��O G • C. MIN. ' EXCAVATION TO NEAT (DETAILS ADAPTED FROM DOUGLAS COUNTY, COLORADO, NOT AVAILABLE IN AUTOCAD) 2. CHECK DAMS INDICATED ON THE SWMP SHALL BE INSTALLED PRIOR TO AN UPSTREAM F,-fll. vj v w *� ��7`_ 'w LINE, AVOID OVER-EXCAVATION •• G� (TYP.) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. LAND-DISTURBING ACTIVITIES. �O S •••.•• 050 = 12" RIPRAP, TYPE M OR /ONAL TYPE L 050=9" (SEE TABLE MD-7, CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN 3. REINFORCED CHECK DAMS, GABIONS SHALL HAVE GALVANIZED TWISTED WIRE NETTING MAJOR DRAINAGE, VOL. 1 FOR DIFFERENCES ARE NOTED. WITH A MAXIMUM OPENING DIMENSION OF 4}2" AND A MINIMUM WIRE THICKNESS OF 0.10". GRADATION) WIRE "HOG RINGS" AT 4" SPACING OR OTHER APPROVED MEANS SHALL BE USED AT ALL SECTION B GABION SEAMS AND TO SECURE THE GABION TO THE ADJACENT SECTION. SPACING BETWEEN CHECK DAMS SUCH THAT 4. THE CHECK DAM SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF 1' 6". w<� q A AND B ARE EQUAL ELEVATION 5. GEOTEXTILE BLANKET SHALL BE PLACED IN THE REINFORCED CHECK DAM TRENCH B EXTENDING A MINIMUM OF 1' 6" ON BOTH THE UPSTREAM AND DOWNSTREAM SIDES OF THE REINFORCED CHECK DAM. CHANNEL GRADE _:' PROFILE CD-2. REINFORCED CHECK DAM CD- 1 . CHECK DAM November 2010 Urban Drainage and Flood Control District CD-3 CD-4 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District CD-5 CD-6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Z CO O J Surface Roughening (SR) EC-1 EC-1 Surface Roughening (SR) SC-8 Sediment Trap (ST) - Q � H > W no �-- S R m W Z S I SURFACE ROUGHENING INSTALLATION NOTES T � COO 1. SEE PLAN VIEW FOR: RIPRAP, TYPE M (D50=12") TYP.SMALLER ROCK D - TRACKING OR -LOCATION(5) OF SURFACE ROUGHENING. SIZE MAY BE ALLOWABLE FOR SMALLER TRAPS F- �� IMPRINTING IF APPROVED BY LOCAL JURISDICTION Q 2. SURFACE ROUGHENING SHALL BE PROVIDED PROMPTLY AFTER COMPLETION OF FINISHED GRADING (FOR AREAS NOT RECEIVING TOPSOIL) OR PRIOR TO TOPSOIL PLACEMENT OR ANY FORECASTED RAIN EVENT. TOP OF EARTHEN BERM 0 A 3. AREAS WHERE BUILDING FOUNDATIONS, PAVEMENT, OR SOD WILL BE PLACED WITHOUT 2:1 MAX. DELAY IN THE CONSTRUCTION SEQUENCE, SURFACE ROUGHENING IS NOT REQUIRED. 4. DISTURBED SURFACES SHALL BE ROUGHENED USING RIPPING OR TILLING EQUIPMENT ON =* ' THE CONTOUR OR TRACKING UP AND DOWN A SLOPE USING EQUIPMENT TREADS. 2:1 MAX. CIO 5. A FARMING DISK SHALL NOT BE USED FOR SURFACE ROUGHENING. B Y; FLOW --- O 2 TRANSITION EXISTING SURFACE ROUGHENING MAINTENANCE NOTES FLOW CHANNEL INTO w O SEDIMENT TRAP ` 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. ? ` "J 6" MAX MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS 2:1 MAX. POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE . _ , EROSION, AND PERFORM NECESSARY MAINTENANCE. FURROWS 2" TO 4" DEEP 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN 2:1 MAX. 2" TO i WITH 6" MAXIMUM SPACING EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE L 4" DEEP PARALLEL TO CONTOURS DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACE UPON DISCOVERY OF THE FAILURE. SEDIMENT TRAP PLAN SR- 1 . SURFACE ROUGHENING 4. VEHICLES AND EQUIPMENT SHALL NOT BE DRIVEN OVER AREAS THAT HAVE BEEN SURFACE ROUGHENED. FOR STEEP SLOPES (3:1 OR STEEPER) 6" (CENTER OF RIPRAP 6" 5. IN NON-TURF GRASS FINISHED AREAS, SEEDING AND MULCHING SHALL TAKE PLACE LOWER THAN ENDS DIRECTLY OVER SURFACE ROUGHENED AREAS WITHOUT FIRST SMOOTHING OUT THE SURFACE. 6" MINIMUM 12' MIN. 3� 6. IN AREAS NOT SEEDED AND MULCHED AFTER SURFACE ROUGHENING, SURFACES SHALL BE FREEBOARD RE-ROUGHENED AS NECESSARY TO MAINTAIN GROOVE DEPTH AND SMOOTH OVER RILL SCARIFYING EROSION. a OR TILLING (DETAILS ADAPTED FROM TOWN OF PARKER, COLORADO. NOT AVAILABLE IN AUTOCAD) SECTION A NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. CHANNEL GRADE 1,6„ 2, 6, MIN. FLOW: ? 1 8 RIPRAP, TYPE M (D50 12 TYP. ROUGHENED ROWS SHALL BE 4" TO 6" MIN. SMALLER ROCK SIZE MAY BE 4" TO 6" DEEP WITH 6" MAXIMUM SPACING PARALLEL DEEP TO CONTOURS ALLOWABLE FOR SMALLER TRAPS IF INC.APPROVED BY LOCAL JURISDICTION TST, CONSULTING ENGINEERS SR-2. SURFACE ROUGHENING SECTION B 748 Whalers Way FOR LOW SLOPES (LESS THAN 3:1) Suite 200 Fort Collins ST- 1 . SEDIMENT TRAP Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 November 2010 Urban Drainage and Flood Control District SR-3 SR-4 Urban Drainage and Flood Control District November 2010 ST-2 Urban Drainage and Flood Control District November 2010 SCALE NTS Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 DATE OCTOBER 2024 SHEET 218 of 224 EC-6 Rolled Erosion Control Products (RECP) Rolled Erosion Control Products (RECP) EC-6 EC-6 Rolled Erosion Control Products (RECP) E C B STAGGER OVERLAPS zo DIVERSION DITCH EROSION CONTROL BLANKET INSTALLATION NOTES V) a- TYPICALLY AT TOP OF OVERLAPPING JOINT Z y c� UNDISTURBED JOINT ANCHOR TOP OF 1. SEE PLAN VIEW FOR: PERIMETER SLOPE -LOCATION OF ECB. (n w SOIL ANCHOR TRENCH, TYP. CHANNEL BANK o TRENCH, TYP. f ANCHOR DETAILS -TYPE OF ECB (STRAW, STRAW-COCONUT, COCONUT, OR EXCELSIOR). w -AREA, A, IN SQUARE YARDS OF EACH TYPE OF ECB. GEOTEXTILE FABRIC OR MAT, TYP. 2. 100% NATURAL AND BIODEGRADABLE MATERIALS ARE PREFERRED FOR RECPs, ALTHOUGH SOME JURISDICTIONS MAY ALLOW OTHER MATERIALS IN SOME APPLICATIONS. I� 3" MIN, TYP. STAKING PATTERN PER MANUFACTURER SPEC. OR PATTERN 3. IN AREAS WHERE ECBs ARE SHOWN ON THE PLANS, THE PERMITTEE SHALL PLACE YCOMPACTED 'MIN, BASED ON ECB AND/OR SLOPE TOPSOIL AND PERFORM FINAL GRADING, SURFACE PREPARATION, AND SEEDING AND MULCHING. YP. TYPE (SEE STAKING PATTERN DETAIL) SUBGRADE SHALL BE SMOOTH AND MOIST PRIOR TO ECB INSTALLATION AND THE ECB SHALL i l NGLE EDGE BE IN FULL CONTACT WITH SUBGRADE. NO GAPS OR VOIDS SHALL EXIST UNDER THE AKE, TYP. PERIMETER ANCHOR BLANKET. TRENCH Ld 4. PERIMETER ANCHOR TRENCH SHALL BE USED ALONG THE OUTSIDE PERIMETER OF ALL y. x AYP. ECB-3. OUTSIDE OF DRAINAGEWAY BLANKET AREAS. o TYPE OF ECB AS INDICATED IN PLAN VIEW. INSTALL IN ALL PERIMETER ANCHOR TRENCH DISTURBED AREAS OF STREAMS AND DRAINAGE CHANNELS TO DEPTH 5. JOINT ANCHOR TRENCH SHALL BE USED TO JOIN ROLLS OF ECBs TOGETHER D ABOVE CHANNEL INVERT. ECB SHALL GENERALLY BE ORIENTED ROLL (LONGITUDINALLY AND TRANSVERSELY) FOR ALL ECBs EXCEPT STRAW WHICH MAY USE PERIMETER WIDTH PARALLEL TO FLOW DIRECTION (I.E. LONG DIMENSIONS OF BLANKET I AN OVERLAPPING JOINT. m ANCHOR PARALLEL TO FLOWLINES) STAKING PATTERN SHALL MATCH EC8 TRENCH OR W, TYP AND/OR CHANNEL TYPE. JOINT, TYP. 6. INTERMEDIATE ANCHOR TRENCH SHALL BE USED AT SPACING OF ONE-HALF ROLL LENGTH W I 0 I y� W BRB FOR COCONUT AND EXCELSIOR ECBs. DRAWN TWO EDGES r 3' - o o Y, W 0 ° , 7. OVERLAPPING JOINT DETAIL SHALL BE USED TO JOIN ROLLS OF ECBs TOGETHER FOR ECBs ECB- 1 . PIPE OUTLET TO DRAINAGEWAY of TWO W 6 6' +_° ' o °3, ON SLOPES. CHECKED DAP ADJACENT 0 0 T ROLLS y2 W 4' ° ° 8. MATERIAL SPECIFICATIONS OF ECBs SHALL CONFORM TO TABLE ECB-1. JOINT ANCHOR TRENCH ° DESIGNED JOINT ANCHOR TYPE OF ECB, t 2, 9. ANY AREAS OF SEEDING AND MULCHING DISTURBED IN THE PROCESS OF INSTALLING ECBS BRB TRENCH, TYP. INDICATED IN PLAN VIEW SHALL BE RESEEDED AND MULCHED. STRAW STRAW-COCONUT COCONUT OR EXCELSIOR FILENAME 10. DETAILS ON DESIGN PLANS FOR MAJOR DRAINAGEWAY STABILIZATION WILL GOVERN IF LOOP FROM STAKING PATTERNS BY ECB TYPE DIFFERENT FROM THOSE SHOWN HERE. 0009-Details 6 ECB SHAL MIDDLE IDDLE OF TOPSOIL EXTEND THE ROLL M TO HANOF THE 3 o I-- Y, W 2 o �PDo•L/C INTERMEDIATE ANCHOR TRENCH 3' �I -- yti W O��•� PN P� f r 6' q y� W 6' o w o 4 0 0 r Y2 W TABLE ECB-1. ECB MATERIAL SPECIFICATIONS V.�� D PERIMETER ANCHOR FLOW �� 1` 6 f F"� y+ W o TRENCH, TYP. 0 0 0 TYPE COCONUT STRAW EXCELSIOR RECOMMENDED COMPACTED CONTENT CONTENT CONTENT NETTING" SUBGRADE Q FOB <v STAKING PATTERN PER MANUFACTURER SPEC. OR PATTERN 4:1-3:1 3:1-2-1 2:1 AND STEEPER STRAW* - 100% _ DOUBLE/ O` •.• �� BASED ON EC8 AND/OR CHANNEL TYPE (SEE STAKING OVERLAPPING JOINT SLOPES In SLOPES SLOPES NATURAL ••••' G PATTERN DETAIL) 14 STRAW- DOUBLE/ S�ONN_ I yz W COCONUT 30% MIN 70% MAX - NATURAL ECB-2. SMALL DITCH OR DRAINAGEWAY 3" MIN. 4' '~ W 4' 0 0 0 0 0 00 2' COCONUT 100% DOUBLE/ 20" 20" NATURAL 12 0 0 0 EXCELSIOR 100% DOUBLE/ MIN. NATURAL "STRAW ECBs MAY ONLY BE USED OUTSIDE OF STREAMS AND DRAINAGE CHANNEL. LOW FLOW CHANNEL HIGH FLOW CHANNEL -ALTERNATE NETTING MAY BE ACCEPTABLE IN SOME JURISDICTIONS STAKING PATTERNS BY SLOPE OR CHANNEL TYPE WOOD STAKE DETAIL RECP-6 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District RECP-7 RECP-8 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Z CO O J Rolled Erosion Control Products (RECP) EC-6 Concrete Washout Area (CWA) MM-1 MM-1 Concrete Washout Area (CWA) _ Q � H W CONCRETE WASHOUT A SIGN EROSION CONTROL BLANKET MAINTENANCE NOTES �" CWA MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. 3:1 4' MINA 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS CIO POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE _ : POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACECO EROSION, AND PERFORM NECESSARY MAINTENANCE. EROSION, AND PERFORM NECESSARY MAINTENANCE. VEHICLE TRACKING 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN 3A 8 X 8 MIN. 3 1 CONTROL (SEE 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN Q EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE VTC DETAIL) OR EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE M DOCUMENTED THOROUGHLY. OTHER STABLE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON SURFACE 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. s DISCOVERY OF THE FAILURE. 3:1 4. ECBs SHALL BE LEFT IN PLACE TO EVENTUALLY BIODEGRADE, UNLESS REQUESTED TO BE �,•''.� -�,-�_ 4. THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO ♦o Z �/�MAINTAIN REMOVED BY THE LOCAL JURISDICTION. • . CAPACITY FOR CONCRETE WASTE. CONCRETE MATERIALS, ACCUMULATED IN PIT, SHALL BE O I 5. ANY EC8 PULLED OUT, TORN, OR OTHERWISE DAMAGED SHALL BE REPAIRED OR � 25 MIN. REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'. O REINSTALLED. ANY SUBGRADE AREAS BELOW THE GEOTEXTILE THAT HAVE ERODED TO CREATED 5. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS A VOID UNDER THE BLANKET, OR THAT REMAIN DEVOID OF GRASS SHALL BE REPAIRED, CONCRETE WASHOUT AREA PLAN IN THE SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SITE IN A WATER-TIGHT RESEEDED AND MULCHED AND THE ECB REINSTALLED. 12" TYP. COMPACTED BERM AROUND CONTAINER AND DISPOSED OF PROPERLY. U NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. 1 >4 THE PERIMETER 6. THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN 2% SLOPE DIFFERENCES ARE NOTED. 7. WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND 1� 3' MIN. �1 �;1i,�/ �;�1i�/ MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (DETAILS ADAPTED FROM DOUGLAS COUNTY, COLORADO AND TOWN OF PARKER COLORADO, NOT AVAILABLE IN AUTOCAD) UNDISTURBED OR >3 >3 COMPACTED SOIL VEHICLE TRACKING (DETAIL ADAPTED FROM DOUGLAS COUNTY, COLORADO AND THE CITY OF PARKER, COLORADO, NOT AVAILABLE IN AUTOCAD). 8 X 8 MIN. CONTROL (SEE VTC NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. DETAIL ) CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN SECTION A DIFFERENCES ARE NOTED. CWA- 1 . CONCRETE WASHOUT AREA CWA INSTALLATION NOTES 1. SEE PLAN VIEW FOR: -CWA INSTALLATION LOCATION. 2. DO NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANY NATURAL DRAINAGE PATHWAY OR WATERBODY. DO NOT LOCATE WITHIN 1,000' OF ANY WELLS OR DRINKING WATER SOURCES. IF SITE CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, THE CWA MUST BE INSTALLED WITH AN IMPERMEABLE LINER (16 MIL MIN. THICKNESS) OR SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A LINED ABOVE GROUND STORAGE ARE SHOULD BE USED. 3. THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. 4. CWA SHALL INCLUDE A FLAT SUBSURFACE PIT THAT IS AT LEAST B' BY 8' SLOPES LEADING OUT OF THE SUBSURFACE PIT SHALL BE 3:1 OR FLATTER, THE PIT SHALL BE AT LEAST 3' DEEP. 5. BERM SURROUNDING SIDES AND BACK OF THE CWA SHALL HAVE MINIMUM HEIGHT OF 1'. 6. VEHICLE TRACKING PAD SHALL BE SLOPED 2% TOWARDS THE CWA. TST, INC. CONSULTING ENGINEERS 7. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CWA, AND 748 Whalers Way ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CWA TO OPERATORS Suite 200 Fort Collins OF CONCRETE TRUCKS AND PUMP RIGS. Colorado 80525 Phone: 970.226.0557 8. USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION. JOB NO. 1230.0009.00 SCALE N TS November 2010 Urban Drainage and Flood Control District RECP-9 November 2010 Urban Drainage and Flood Control District CWA-3 CWA-4 Urban Drainage and Flood Control District November 2010 DATE Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 OCTOBER 2024 SHEET 219 of 224 Sediment Control Log (SCL) SC-2 SC-2 Sediment Control Log (SCL) Sediment Control Log (SCL) SC-2 SC-2 Sediment Control Log (SCL) Z 0 cn D_ SCL SCL_ _ SEDIMENT CONTROL LOG INSTALLATION NOTES U) 4' MAX FOR TRENCHED SCLs N w A I 10' MAX FOR COMPOST\ 1. SEE PLAN VIEW FOR LOCATION AND LENGTH OF SEDIMENT CONTROL LOGS. w > SCL 1)1" x 91" x 18" (MIN) L 2. SEDIMENT CONTROL LOGS THAT ACT AS A PERIMETER CONTROL SHALL BE INSTALLED PRIOR 9§" x 1h" x 18" {MIN} ED WOODEN STAKE VERTICAL SPACING TO ANY UPGRADIENT LAND-DISTURBING ACTIVITIES. WOODEN STAKE VARIES DEPENDING ON SLOPE 3. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR OR COCONUT 8" DIAMETER (MIN) COMPOST FIBER, AND SHALL BE FREE OF ANY NOXIOUS WEED SEEDS OR DEFECTS INCLUDING RIPS, 9" DIAMETER (MIN) SEDIMENT CONTROL LOG HOLES AND OBVIOUS WEAR. SEDIMENT CONTROL LOG 3,. 10' M 4' MAX. __ ON CENTER (TYP. 4. SEU'IMENT CONTROL LOGS MAY BE USED AS SMALL CHECK DAMS IN DITCHES AND SWALES, 3" CENTER (TY 6" NOTES: y�l HOWEVER, THEY SHOULD NOT BE USED IN PERENNIAL STREAMS. 1.THIS DETAIL IS FOR w 6 -� `:FNOTES: FLOW ?IAM. USE WITH SEDIMENT 5. IT IS RECOMMENDED THAT SEDIMENT CONTROL LOGS BE TRENCHED INTO THE GROUND TO a FLOW �5OF SCL 1.LARGER DIAMETER DIaM. c CONTROL LOGS THAT '> W A DEPTH OF APPROXIMATELY Ys OF THE DIAMETER OF THE LOG. IF TRENCHING TO THIS - DIAM. / ARE A MINIMUM OF SEDIMENT CONTROL �/ CONTINUOUS SCL DEPTH IS NOT FEASIBLE AND/OR DESIRABLE (SHORT TERM INSTALLATION WITH DESIRE NOT TO % �i % /i�i 8 LB FT i. r / AT PERIMETER of DAMAGE LANDSCAPE A LESSER TRENCHING DEPTH MAY BE ACCEPTABLE WITH MORE ROBUST \ r\ LOGS MAY NEED TO / i ✓ i i i . CONSTRUCTION SITE ) BE EMBEDDED DEEPER. 2.PLACE LOG AGAINST STAKING. COMPOST LOGS THAT ARE B LB FT DO NOT NEED TO BE TRENCHED. >e �� �`� SIDEWALK OR BACK OF / m 2�PDEWALKOORGBACKTOF CURB WHEN ADJACENT SCL-3. SEDIMENT CONTROL LOGS TO CONTROL 6. THE UPHILL SIDE OF THE SEDIMENT CONTROL LOG SHALL BE BACKFILLED WITH SOIL OR CURB WHEN ADJACENT TO THESE FEATURES. SLOPE LENGTH FILTER MATERIAL THAT IS FREE OF ROCKS AND DEBRIS. THE SOIL SHALL BE TIGHTLY DRAWN TO THESE FEATURES. COMPOST SEDIMENT CONTROL LOG (WEIGHTED COMPACTED INTO THE SHAPE OF A RIGHT TRIANGLE USING A SHOVEL OR WEIGHTED LAWN BRB TRENCHED SEDIMENT CONTROL LOG ROLLER OR BLOWN IN PLACE. CHECKED CENTER STAKE IN CONTROL LOG 7. FOLLOW MANUFACTURERS' GUIDANCE FOR STAKING. IF MANUFACTURERS' INSTRUCTIONS DAP CENTER STAKE IN CONTROL LOG 9" DIAMETER (MIN) COMPOST DO NOT SPECIFY SPACING, STAKES SHALL BE PLACED ON 4' CENTERS AND EMBEDDED A SEDIMENT CONTROL LOG MINIMUM OF 6" INTO THE GROUND. 3" OF THE STAKE SHALL PROTRUDE FROM THE TOP OF DESIGNED COMPACTED EXCAVATED 3" 9" DIAMETER (MIN) BLOWN/PLACED FILTER THE LOG. STAKES THAT ARE BROKEN PRIOR TO INSTALLATION SHALL BE REPLACED. COMPOST BRB TRENCH SOIL SEDIMENT CONTROL LOG MEDIA OR SOIL LOGS SHOULD BE STAKED 10' ON CENTER. FLOW ;DIAM. CL (TYP,) FILENAME FLOW —� SEDIMENT CONTROL LOG MAINTENANCE NOTES WIZ '� 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS 6" POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. O�PD C SECTION n 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN Vim;0 � SECTION A COMPOST SEDIMENT CONTROL LOG EFFECTIVE DOCUMENTED CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE 0 TRENCHED SEDIMENT CONTROL LOG 12" OVERLAP 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON Q�\v O� ; (MIN.) DISCOVERY OF THE FAILURE. F • • 12" OVERLAP 1 x %" x 18" (MIN) 0� 0000*000 G� WOODEN STAKE 4. SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOG SHALL BE REMOVED AS S' (MIN.) IY2" x %" x 18" (MIN) NEEDED TO MAINTAIN FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED TONAL WOODEN STAKE SEDIMENTS IS APPROXIMATELY )¢ OF THE HEIGHT OF THE SEDIMENT CONTROL LOG, 5. SEDIMENT CONTROL LOG SHALL BE REMOVED AT THE END OF CONSTRUCTION.COMPOST 9" DIAMETER (MIN) FROM COMPOST LOGS MAY BE LEFT IN PLACE AS LONG AS BAGS ARE REMOVED AND THE SEDIMENT CONTROL LOG AREA SEEDED. IF DISTURBED AREAS EXIST AFTER REMOVAL, THEY SHALL BE COVERED WITH 9" DIAMETER (MIN) TTT TOP SOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY SEDIMENT CONTROL LOG LOG JOINTS THE LOCAL JURISDICTION. LOG JOINTS (DETAILS ADAPTED FROM TOWN OF PARKER, COLORADO, JEFFERSON COUNTY, COLORADO, DOUGLAS COUNTY, COLORADO. AND CITY OF AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) SCL-2. COMPOST SEDIMENT CONTROL LOG (WEIGHTED) NOTE. MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. SCL- 1 . TRENCHED SEDIMENT CONTROL LOG CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. November 2015 Urban Drainage and Flood Control District SCL-3 SCL-4 Urban Drainage and Flood Control District November 2015 November 2015 Urban Drainage and Flood Control District SCL-5 SCL-6 Urban Drainage and Flood Control District November 2015 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Z CO O J Vehicle Tracking Control (VTC) SM-4 SM-4 Vehicle Tracking Control (VTC) Vehicle Tracking Control (VTC) SM-4 — Q W H - W a TC VTC WW VTC/ VTC/ m Z W DITCH TO CARRY CM T R 20 FOOT WASH WATER TO CO (WIDTH CAN BE , SEDIMENT TRAP LESS IF CONST. q OR BASIN i U VEHICLES ARE PUBLIC / > 0 PHYSICALLY ROADWAY CONFINED ON BOTH SIDES) - -_ DISTURBED AREA, a SIDEWALK OR OTHER .) r y ��? PAVED SURFACE yy 10% CONSTRUCTION SITE, 50 FOOT (MIN STABILIZED STORAGE AREA I NOTE: WASH WATER _ MAX, O O O OR STAGING AREA J MAY NOT CONTAIN CHEMICALS OR SOAPS _ z co EXISTING 2' M Z WITHOUT OBTAINING PAVED CONSTRUCTION MATS, WOVEN OR TRM O Ya A SEPARATE PERMIT WASH RACK ROADWAY O 7 i �.. ..� 50' MIN r r 9" (MIN.) , 6'7" MIN. P UNLESS OTHERWISE SPECIFIED PUBLIC BY LOCAL JURISDICTION, USE ROADWAY •° COOT SECT. #703, AASHTO �3 REINFORCED CONCRETE RA 18" MIN •°a COARSE AGGREGATE AS 6" (MAY SUBSTITUTE STEEL CATTLE DRAIN SPACE �pQ Q SPIKES STAKES MINUS ROCK GUARD FOR CONCRETE RACK) �`' P� NON—WOVEN GEOTEXTILE FABRIC SECTION A �p�p����.r TRM END OVERLAP WITH BETWEEN SOIL AND ROCK } ,�&JG 3��o SPIKES OR STAKES a O r,� � CONSTRUCTION MATS, WOVEN a 4�p�gQ OR TURF REINFORCEMENT STRAP UNLESS OTHERWISE SPECIFIED BY LOCAL 0 ¢��pJ�� MAT (TRM) CONNECTORS INSTALL ROCK FLUSH WITH JURISDICTION, USE CDOT SECT. #703, AASHTO VTC-2. AGGREGATE VEHICLE TRACKING CONTROL WITH CONSTRUCTION MAT END OR BELOW TOP OF PAVEMENT #3 COARSE AGGREGATE > OR 6" MINUS ROCK 9„ (MIN.) WASH RACK RESTRICT CONTT. VEHICLE OVERLAP INTERLOCK WITH Cl) ACCESS TO SIDES OF MAT STRAP CONNECTORS z j - T a ° T W 20' OR AS REQUIRED NON-WOVEN GEOTEXTILE TO ACCOMMODATE FABRIC ANTICIPATED COMPACTED SUBGRADE TRAFFIC (WIDTH SECTION A AN BE LESS I CONST. VEHICLES ARE PHYSICALLY CONFINED ON BOTH SIDES) VTC3. VEHICLE TRACKING CONTROL Al CONSTRUCTION TST, INC. CONSULTING ENGINEERS VTC- 1 . AGGREGATE VEHICLE TRACKING CONTROL MAT OR TURF REINFORCEMENT MAT (TRM) 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 November 2010 Urban Drainage and Flood Control District VTC-3 VTC-4 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District VTC-5 SCALE NTS Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 DATE OCTOBER 2024 SHEET 220 of 224 SM-4 Vehicle Tracking Control (VTC) SC-6 Inlet Protection (IP) Inlet Protection (IP) SC-6 Z STABILIZED CONSTRUCTION ENTRANCE/EXIT INSTALLATION NOTES I P INLET GRATE I P Z Of 1. SEE PLAN VIEW FOR A A �` , O Cn 0 -LOCATION OF CONSTRUCTION ENTRANCE(S)/EXIT(S). > o -TYPE OF CONSTRUCTION ENTRANCE(S)/EXITS(S) (WITH/WITHOUT WHEEL WASH, SEE ROCK SOCK DESIGN SEE ROCK SOCK DETAIL CONSTRUCTION MAT OR TR DETAIL FOR JOINTING ROCKM). ROCK SOCKS FOR JOINTING � SOCKS 16" CINDER 16" CINDER 2. CONSTRUCTION MAT OR TRM STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO BE BLOCKS BLOCKS USED ON SHORT DURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH) ' -�7 . - ROCK SOCK =q� WHERE THERE WILL BE LIMITED VEHICULAR ACCESS. .' FLOW 3. A STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS 2"x4" WOOD STUD Y y Y WHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT-OF-WAYS. _ r ;_ I' MIN. v: CURB INLET 4. STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY LAND L 2"x4" WOOD - SECTION A Ld - DISTURBING ACTIVITIES. STUD 5. A NON-WOVEN GEOTEXTILE FABRIC SHALL BE PLACED UNDER THE STABILIZED IP- 1 . BLOCK AND ROCK SOCK SUMP OR ON GRADE CONSTRUCTION ENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK. INLET PROTECTION IP-3. ROCK SOCK SUMP,/AREA INLET PROTECTION 6. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT DO DOSECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK. BLOCK AND CURB SOCK INLET PROTECTION INSTALLATION NOTES STABILIZED CONSTRUCTION ENTRANCE/EXIT MAINTENANCE NOTES ROCK SOCK SUMP/AREA INLET PROTECTION INSTALLATION NOTES DRAWN 1. SEE ROCK SOCK DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. BRB 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. 1. SEE ROCK SOCK DESIGN DETAIL FOR INSTALLATION REQUIREMENTS, 2. CONCRETE "CINDER" BLOCKS SHALL BE LAID ON THEIR SIDES AROUND THE INLET IN A MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS SINGLE ROW, ABUTTING ONE ANOTHER WITH THE OPEN END FACING AWAY FROM THE CURB. 2. STRAW WATTLES/SEDIMENT CONTROL LOGS MAY BE USED IN PLACE OF ROCK SOCKS FOR CHECKED POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE INLETS IN PERVIOUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL. DAP EROSION, AND PERFORM NECESSARY MAINTENANCE. 3. GRAVEL BAGS SHALL BE PLACED AROUND CONCRETE BLOCKS, CLOSELY ABUTTING ONE ANOTHER AND JOINTED TOGETHER IN ACCORDANCE WITH ROCK SOCK DESIGN DETAIL DESIGNED . 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN INLET GRATE BRB EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE MINIMUM OF DOCUMENTED THOROUGHLY. "�CK�7PP �SIF FILENAME 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DEG. BLOCK AND ROCK SOCK INLET El �, 0009-Details PROTECTION(SEE DETAIL IP-1) ,iDISCOVERY OF THE FAILURE. ISILT FENCE (SEE SILT 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY TO THE STABILIZED FENCE DESIGN DETAIL ) ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH. CURB SOCK5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND FLOW ��.P`N AT THE END OF THE DAY BY SHOVELING OR SWEEPING. SEDIMENT MAY NOT BE WASHED DOWN STORM SEWER DRAINS. IP-4. SILT FENCE FOR SUMP INLET PROTECTION G S� NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. 5' MIN T-5' TYP. _% G�� cr CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. *0O�F (DETAILS ADAPTED FROM CITY OF BROOMFIELD. COLORADO, NOT AVALA8LE IN AUTOCAD) IP-2. CURB ROCK SOCKS UPSTREAM OF SILT FENCE INLET PROTECTION INSTALLATION NOTES 0 0 0 0 •00 S � INLET PROTECTION 1. SEE SILT FENCE DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. �CNAL CURB ROCK SOCK INLET PROTECTION INSTALLATION NOTES 2. POSTS SHALL BE PLACED AT EACH CORNER OF THE INLET AND AROUND THE EDGES 1. SEE ROCK SOCK DESIGN DETAIL INSTALLATION REQUIREMENTS. AT A MAXIMUM SPACING OF 3 FEET. 2. PLACEMENT OF THE SOCK SHALL BE APPROXIMATELY 30 DEGREES FROM PERPENDICULAR 3. STRAW WATTLES/SEDIMENT CONTROL LOGS MAY BE USED IN PLACE OF SILT FENCE FOR IN THE OPPOSITE DIRECTION OF FLOW. INLETS IN PERVIOUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL. 3. SOCKS ARE TO BE FLUSH WITH THE CURB AND SPACED A MINIMUM OF 5 FEET APART. 4. AT LEAST TWO CURB SOCKS IN SERIES ARE REQUIRED UPSTREAM OF ON-GRADE INLETS. VTC-6 Urban Drainage and Flood Control District November 2010 IP-4 Urban Drainage and Flood Control District August 2013 August 2013 Urban Drainage and Flood Control District IP-5 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Z - - - O J SC 6 Inlet Protection (IP) Inlet Protection (IP) SC 6 SC 6 Inlet Protection (IP) _ Q c H W SILT I P a FENCE � Z P GENERAL INLET PROTECTION INSTALLATION NOTES W `, C I P 1. SEE PLAN VIEW FOR: D O AREA -LOCATION OF INLET PROTECTION. INLET co -TYPE OF INLET PROTECTION (IP.1, IP.2, IP.3, IPA-, IP.5, IP.6) �/♦ SILT s��� L SHEET I FENCE FLOW D 12" MIN. 2. INLET PROTECTION SHALL BE INSTALLED PROMPTLY AFTER INLET CONSTRUCTION OR PAVING U FLOW I ECB J B ( ) IS COMPLETE (TYPICALLY WITHIN 48 HOURS). IF A RAINFALL/RUNOFF EVENT IS FORECAST, "P' INSTALL INLET PROTECTION PRIOR TO ONSET OF EVENT. 2:1 MAX .. CULVERT -f -�, END SECTION 3. MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS.1 >3 1' MIN CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN AREA 2' MAX BACKFILL UPSTREAM ROCK DIFFERENCES ARE NOTED. INLET ROCK SOCK OF WATTLE SOCKCIO } ECB L 4 INLET PROTECTION MAINTENANCE NOTES z ROCK FILTER CONCENTRATED OR ROCK SOCK FLOW y 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. O z (USE IF FLOW MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS 0 O IS CONCENTRATED) CULVERT INLET PROTECTION SECTION A POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE 0 EROSION, AND PERFORM NECESSARY MAINTENANCE. IP-5. OVEREXCAVATION INLET PROTECTION PLAN 1G" MIN. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN OVEREXCAVATION INLET PROTECTION INSTALLATION NOTES �**1 EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE + DOCUMENTED THOROUGHLY. 1. THIS FORM OF INLET PROTECTION IS PRIMARILY APPLICABLE FOR SITES THAT HAVE NOT I 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON YET REACHED FINAL GRADE AND SHOULD BE USED ONLY FOR INLETS WITH A RELATIVELY KEY IN ROCK SOCK 0" ON BEDROCK, PAVEMENT OR RIPRAP DISCOVERY OF THE FAILURE. SMALL CONTRIBUTING DRAINAGE AREA. KEY IN ROCK SOCK 2" ON EARTH 2. WHEN USING FOR CONCENTRATED FLOWS, SHAPE BASIN IN 2:1 RATIO WITH LENGTH 4. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED AS ORIENTED TOWARDS DIRECTION OF FLOW. SECTION B NECESSARY TO MAINTAIN BMP EFFECTIVENESS, TYPICALLY WHEN STORAGE VOLUME REACHES 50% OF CAPACITY, A DEPTH OF 6" WHEN SILT FENCE IS USED, OR Y4 OF THE HEIGHT FOR 3. SEDIMENT MUST BE PERIODICALLY REMOVED FROM THE OVEREXCAVATED AREA, CIP-1 . CULVERT INLET PROTECTION BALES. CULVERT INLET PROTECTION INSTALLATION NOTES 5. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS INLET GRATE PERMANENTLY STABILIZED, UNLESS THE LOCAL JURISDICTION APPROVES EARLIER REMOVAL OF 1. SEE PLAN VIEW FOR INLET PROTECTION IN STREETS. -LOCATION OF CULVERT INLET PROTECTION. 2. SEE ROCK SOCK DESIGN DETAIL FOR ROCK GRADATION REQUIREMENTS AND JOINTING 6. WHEN INLET PROTECTION AT AREA INLETS IS REMOVED, THE DISTURBED AREA SHALL BE DETAIL. COVERED WITH TOP SOIL, SEEDED AND MULCHED, OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. ° ° CULVERT INLET PROTECTION MAINTENANCE NOTES (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. NOTE; MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. STRAW BALE (SEE STRAW ° ° MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN BALE DESIGN DETAIL) POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE DIFFERENCES ARE NOTED. EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN NOTE: THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE METHODS OF INLET PROTECTION IN THE DENVER METROPOLITAN AREA. THERE ARE MANY PROPRIETARYON THE MARKET. IP-6. STRAW BALE FOR SUMP INLET PROTECTION DOCUMENTED THOROUGHLY. DISCOURAGES PROTECTION PROPRIETARYT INLET PROTECTION; HOWEVER,DIN THEE EVENTORSES NOR 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON PROPRIETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST DISCOVERY OF THE FAILURE. BE INCLUDED IN THE SWMP AND THE BMP MUST BE INSTALLED AND MAINTAINED AS SHOWN IN THE MANUFACTURER'S DETAILS. STRAW BALE BARRIER INLET PROTECTION INSTALLATION NOTES 4. SEDIMENT ACCUMULATED UPSTREAM OF THE CULVERT SHALL BE REMOVED WHEN THE TST° INC. SEDIMENT DEPTH IS Y2 THE HEIGHT OF THE ROCK SOCK. NOTE: SOME MUNICIPALITIES DISCOURAGE OR PROHIBIT THE USE OF STRAW BALES FOR INLET CONSULTING ENGINEERS 1. SEE STRAW BALE DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. PROTECTION. CHECK WITH LOCAL JURISDICTION TO DETERMINE IF STRAW BALE INLET 5. CULVERT INLET PROTECTION SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED PROTECTION IS ACCEPTABLE. 748 Whalers Way 2. BALES SHALL BE PLACED IN A SINGLE ROW AROUND THE INLET WITH ENDS OF BALES AREA IS PERMANENTLY STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. Suite 200 Fort Collins TIGHTLY ABUTTING ONE ANOTHER. Colorado 80525 (DETAILS ADAPTED FROM AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) Phone: 970.226.0557 NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. JOB NO. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN 1230.0009.00 DIFFERENCES ARE NOTED. SCALE N TS IP-6 Urban Drainage and Flood Control District August 2013 August 2013 Urban Drainage and Flood Control District IP-7 I13-8 Urban Drainage and Flood Control District August 2013 DAB OCTOBER 2024 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 SHEET 221 of 224 Temporary and Permanent Seeding (TS/PS) EC-2 EC-2 Temporary and Permanent Seeding (TS/PS) Temporary and Permanent Seeding (TS/PS) EC-2 Seeding dates for the highest success probability of perennial species along the Front Range are generally Table TS/PS-2. Minimum Drill Seeding Rates for Perennial Grasses Table TS/PS-2. Minimum Drill Seeding Rates for Perennial Grasses (cont.) in the spring from April through early May and in the fall after the first of September until the ground freezes. If the area is irrigated, seeding may occur in summer months,as well. See Table TS/PS-3 for Commons Botanical Growth Growth Seeds/ Pounds of Common Botanical Growth Growth Seeds/ Pounds of p appropriate seeding dates. Name Name Seasonb Form Pound PLS/acre Name Name Season° Form Pound PLS/acre U) 0- Sandy Soil Seed Mix E Table TS/PS-1. Minimum Drill SeedingRates for Various T Al G Alakali Soil Seed Mix o_ ous Temporary ynnua Grasses Blue rama Bouteloua racilis Warm Sod-forming 825,000 0.5 to o Alkali sacaton Sporobolus airoides Cool Bunch 1,750,000 0.25 g g bunchgrass > Pounds of Basin wildrye Elymus cinereus Cool Bunch 165,000 2.5 LLJ Planting Schizachyrium scoparitm: g Camper little bluestem Warm Bunch 240,000 1.0 Species' Growth Pure Live Seed Depth Sodar streambank wheatgrass Agropyron riparium 'Sodar' Cool Sod 170,000 2.5 'Camper' (Common name) Season (PLS)/acre (inches) Jose tall wheatgrass Agropyron elongatum 'Jose' Cool Bunch 79,000 7.0 Prairie sandreed Calamovilfa longifolia Warm Open sod 274,000 1.0 I. Oats Cool 35 -50 1 -2 Arriba western wheatgrass Agropyron smithii Arriba' Cool Sod 110,000 5.5 Sand dropseed Sporobolus cryptandrus Cool Bunch 5,298,000 0.25 2. Spring wheat Cool 25 -35 1 -2 Total 17.75 Vaughn sideoats grams Bouteloua curtipendula Warm Sod 191,000 2.0 Fertile Loamy Soil Seed Mix 'Vaughn' 3. Spring barley COOL 25 -35 1 -2 Agropyron cristatum Arriba western wheatgrass Agropyron smithii'Arriba' Cool Sod 110,000 5.5 4. Annual ryegrass COOL 10- 15 '/z Ephriam crested wheatgrass 'Ephriam' Cool Sod 175,000 2.0 Total 10.25 0 5. Millet Warm 3 - 15 '/2-3/4 Dural hard fescue Festuca ovina 'duriuscula' Cool Bunch 565,000 1.0 Heavy Clay,Rocky Foothill Seed Mix 3 Bromus inermis leyss d Agropyron cristatum 6. Sudangrass Warm 5-10 '/2- /a Lincoln smooth brome Cool Sod 130 000 3.0 Ephriam crested wheatgrass Cool Sod 175,000 1.5 >- 'Lincoln' 'Ephriam' m 7. Sorghum Warm 5-10 '/2-3/4 Sodar streambank wheatgrass Agropyron riparium Sodar Cool Sod 170,000 2.5 Agropyron intermedium Oahe Intermediate wheatgrass 'Oahe' Cool Sod 115,000 5.5 DRAWN 8. Winter wheat COOL 20-35 1 -2 Arriba western wheatgrass Agropyron smithii'Arriba' Cool Sod 110,000 7.0 BRB 9. Winter barley Cool 20-35 1 -2 Total 15.5 Vaughn sideoats gramae Bouteloua curtipendula Warm Sod 191,000 2.0 Vaughn' CHECKED 10. Winter e Cool 20-35 1 -2 High Water Table Soil Seed Mix rye Lincoln smooth brome Bromus inermis leyss Cool Sod 130,000 3,0 DAP 11. Triticale COOL 25-40 1 -2 Meadow foxtail Alopecurus pratensis Cool Sod 900,000 0.5 'Lincoln' DESIGNED a Successful seeding of annual grass resulting in adequate plant growth will Redtop Agrostis alba Warm Open sod 5,000,000 0.25 Arriba western wheatgrass Agropyron smithii'Arriba' Cool Sod 110,000 5.5 BRB usually produce enough dead-plant residue to provide protection from Reed canarygrass Phalaris arundinacea Cool Sod 68,000 0.5 Total 17.5 FILENAME wind and water erosion for an additional year. This assumes that the cover Bromus inermis leyss ' All of the above seeding mixes and rates are based on drill seeding followed by crimped hay or straw mulch. These rates 0009_Deta II S y Lincoln smooth brome 'Lincoln' Cool Sod 130,000 3.0 should be doubled if seed is broadcast and should be increased by 50 percent if the seeding is done using a Brillion Drill or is is not disturbed or mowed closer than 8 inches. Panicum virgatum applied through hydraulic seeding. Hydraulic seeding may be substituted for drilling only where slopes are steeper than 3:1. Hydraulic seeding may be substituted for drilling only where slopes are Pathfinder switchgrass 'Pathfinder' Warm Sod 389,000 1.0 If hydraulic seeding is used,hydraulic mulching should be done as a separate operation. O steeper than 3:1 or where access limitations exist. When hydraulic See Table TS/PS-3 for seedingdates. C p y Agropyron elongatum b O.PD N•'/ �. Alkar tall wheatgrass Cool Bunch 79,000 5.5 seeding is used,hydraulic mulching should be applied as a separate Alkar If site is to be irrigated,the transition turf seed rates should be doubled. V �� operation,when practical,to prevent the seeds from being encapsulated in Total 10.75 d the mulch.the wheatgrass should not be used on slopes steeper than 6H to IV. Transition Turf Seed Mix` e b Can substitute 0.5 lbs PLS of blue grams for the 2.0 lbs PLS of Vaughn sideoats grams. See Table TS/PS-3 for seeding dates. Irrigation, if consistently applied, Ruebens Canadian bluegrass Poa compressa 'Ruebens' Cool Sod 2,500,000 0.5 may extend the use of cool season species during the summer months. Dural hard fescue Festuca ovina 'duriuscula' Cool Bunch 565,000 1.0 � ••.... Seeding rates should be doubled if seed is broadcast, or increased by 50 Citation perennial ryegrass Lolium perenne'Citation' Coot Sod 247,000 3.0 ONAL percent if done using a Brillion Drill or by hydraulic seeding. Bromus inermis leyss Lincoln smooth brome Cool Sod 130,000 3.0 'Lincoln' Total 7.5 November 2010 Urban Drainage and Flood Control District TS/PS-3 TS/PS-4 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District TS/PS-5 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Z Co O J EC-2 Temporary and Permanent Seeding (TS/PS) Silt Fence (SF) SC-1 SC-1 Silt Fence (SF) _ Q c H Table TS/PS-3. Seeding Dates for Annual and Perennial Grasses > WQ Annual Grasses Perennial Grasses 00Z (Numbers in table reference sF-SF -SF SILT FENCE INSTALLATION NOTES species in Table TS/PS-1) 1 x 1 � S F W O (RECOMMENDED) WOODEN 1. SILT FENCE MUST BE PLACED AWAY FROM THE TOE OF THE SLOPE TO ALLOW FOR WATER D Seeding Dates Warm COOL Warm COOL FENCE POST WITH 10' MAX PONDING. SILT FENCE AT THE TOE OF A SLOPE SHOULD BE INSTALLED IN A FLAT LOCATION co SPACING AT LEAST SEVERAL FEET (2-5 FT) FROM THE TOE OF THE SLOPE TO ALLOW ROOM FOR January 1-March 15 ✓ ✓ PONDING AND DEPOSITION. March 16-A ri130 4 1,2,3 ✓ ✓ SILT FENCE 2. A UNIFORM 6" X 4" ANCHOR TRENCH SHALL BE EXCAVATED USING TRENCHER OR SILT 1? GEOTEXTILE FENCE INSTALLATION DEVICE. NO ROAD GRADERS, BACKHOES, OR SIMILAR EQUIPMENT SHALL > a. D May 1-May 15 4 ✓ BE USED. May 16-June 30 4,5,6,7 A 3. COMPACT ANCHOR TRENCH BY HAND WITH A "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR July 1-July 15 5,6,7 TRENCH BY HAND. COMPACTED Z CIO Z July 16-August 31 4. SILT FENCE SHALL BE PULLED TIGHT AS IT IS ANCHORED TO THE STAKES. THERE SHOULD September 1-September 30 8,9,10,1 1 BACKFILL O BE NO NOTICEABLE SAG BETWEEN STAKES AFTER IT HAS BEEN ANCHORED TO THE STAKES. Z October 1-December 31 ✓ ✓ 5. SILT FENCE FABRIC SHALL BE ANCHORED TO THE STAKES USING 1" HEAVY DUTY STAPLES 0 F OW 36"-48" OR NAILS WITH 1" HEADS. STAPLES AND NAILS SHOULD BE PLACED 3" ALONG THE FABRIC TYP. DOWN THE STAKE. EXISTING 6. AT THE END OF A RUN OF SILT FENCE ALONG A CONTOUR, THE SILT FENCE SHOULD BE Mulch GROUND TURNED PERPENDICULAR TO THE CONTOUR TO CREATE A "J-HOOK." THE "J-HOOK" 6" MIN EXTENDING PERPENDICULAR TO THE CONTOUR SHOULD BE OF SUFFICIENT LENGTH TO KEEP Cover seeded areas with mulch or an appropriate rolled erosion control product to promote establishment RUNOFF FROM FLOWING AROUND THE END OF THE SILT FENCE (TYPICALLY 10' - 20'). of vegetation. Anchor mulch by crimping, netting or use of a non-toxic tackifier. See the Mulching BMP U 7. SILT FENCE SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTMTIES. Fact Sheet for additional guidance. AT LEAST to" ;Iir1 OF SILT FENCE SILT FENCE MAINTENANCE NOTES "TAIL" SHALL BE 4" MIN 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. BURIED Maintenance and Removal MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE Monitor and observe seeded areas to identify areas of poor growth Or areas that fail to germinate. Reseed V EROSION, AND PERFORM NECESSARY MAINTENANCE. and mulch these areas,as needed. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE An area that has been permanently seeded should have a good stand of vegetation within one growing SILT FENCE DOCUMENTED THOROUGHLY. season if irrigated and within three growing seasons without irrigation in Colorado. Reseed portions of 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON POSTS SHALL OVERLAP DISCOVERY OF THE FAILURE. the site that fail to germinate or remain bare after the first growing season. AT JOINTS SO THAT NO GAPS JOIN EXIST IN SILT FENC 4. SEDIMENT ACCUMULATED UPSTREAM OF THE SILT FENCE SHALL BE REMOVED AS NEEDED Seeded areas may require irrigation,particularly during extended dry periods. Targeted weed control may \ FIRST TO MAINTAIN THE FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED also be necessary. \\ SEDIMENTS IS APPROXIMATELY 6". ROTATE 5. REPAIR OR REPLACE SILT FENCE WHEN THERE ARE SIGNS OF WEAR, SUCH AS SAGGING, Protect seeded areas from construction equipment and vehicle access. SECOND TEARING, OR COLLAPSE. POSTS SHALL BE JOINED AS THICKNESS OF GEOTEXTILE HAS 6. SILT FENCE IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED SHOWN, THEN ROTATED 180 DEG. BEEN EXAGGERATED, TYP AND APPROVED BY THE LOCAL JURISDICTION, OR IS REPLACED BY AN EQUIVALENT PERIMETER IN DIRECTION SHOWN AND DRIVEN SEDIMENT CONTROL BMP. INTO THE GROUND 0:0 7. WHEN SILT FENCE IS REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL, TST, INQ SECTION A SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. CONSULTING ENGINEERS (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, NOT AVAILABLE IN AUTOCAD) 748 Whalers Way Suite 200 Fort Collins NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. Colorado 80525 SF- 1 . SILT FENCE CONSULT WITH ARE CAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN Phone: 970.226.0557 DIFFERENJOB NO. 1230.0009.00 SCALE N TS TS/PS-6 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District SF-3 SF-4 Urban Drainage and Flood Control District November 2010 DATE OCTOBER 2024 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 SHEET 222 of 224 SEE BRIDGE PLAN APPROACH FOR DEPTH _ NOTE JOINT 18 CONCRETE 1. PAVEMENT THICKNESS (T),SHALL BE AS SHOWN ON THE PLANS. SLAB ROADWAY SLAB � NOTES D D D D D - / O I JOINT LEGEND 1. LONGITUDINAL JOINTS SHALL BE PLACED ADJACENT TO LANE MARKINGS WHEN POSSIBLE,AND HAVE A MAXIMUM SPACING OF 1 I I (SEE SHEET 5 FOR JOINT DETAILS) 13 FT.(15 FT.IS PERMITTED WITH MONOLITHIC CURB AND GUTTER). D D •; D PAVEMENT THICKNESS (T) DOWEL BAR DIAMETER ZO 2. CONSTRUCT TRANSVERSE JOINTS PERPENDICULAR TO THE CENTERLINE OF PAVEMENT AND EXTEND THROUGH THE CURB OR THE TRANSVERSE JOINT IN A EXPANSION SEE BRIDGE < (n a- EXPANSION AND GUTTER. MONOLITHIC CURB AND GUTTER 7 IN._T <8 IN. 1 IN. PLAN FOR SHALL BE SAWED TO THE SAME Z 0 j TRANSVERSE CONTRACTION 3. PLACE I/2 IN.MIN.EXPANSION JOINT FILLER IN TOP 6 IN.OF CURB JOINT AT INTERSECTION RETURN RADIUS POINTS. DESIGN AND JOINT 5' O U DEPTH AS THE PAVEMENT. cn C 8 IN.<_T 5 10 IN. 1.25 IN. I 2' OR CONSTRUCTION 4. THE CONTRACTOR SHALL,UNLESS OTHERWISE SHOWN ON THE PLANS,SELECT AND USE A BOND BREAKER ; Ld TYP. _ _ _ LONGITUDINAL AT INLETS,MANHOLES AND SIMILAR SIZE STRUCTURES.SMALLER STRUCTURES SUCH AS VALVE AND MONUMENT BOXES BRIDGE APPROACH BOTTOM OF SAW CUT 10 IN.<T <-15 IN. 1.50 IN. � CONSTRUCTION SHALL NOT REQUIRE A BOND BREAKER. LONGITUDINAL 5. WHERE A LONGITUDINAL JOINT PASSES LESS THAN 1 FT.FROM A CAST-IN-PAVEMENT MANHOLE OR SIMILAR SIZE I/g11 I/z" REINFORCING SIZE TABLE CONTRACTION STRUCTURE,A TYPICAL 2 FT.RADIAL JOINT,AS SHOWN IN THE DETAILS,SHALL BE USED. /q BELOW SURFACE ° ° ° SEE DOWEL SPACING TIE BAR SIZE IS NO.5 WHEN OPEN CENTER CLOSED CENTER L 6. TRANSVERSE JOINTS SHALL EITHER INTERSECT THE CENTER OF CIRCULAR MANHOLES AND INLETS OR BE AT LEAST . , S , � D � D LONGITUDINAL SILICONE D IN TRAVEL LANES �15" PAVEMENT IS PLACED ON UNBOUND BASES. 4 FT.AWAY FROM THE EDGE OF CIRCULAR MANHOLES.SEE CURB INLET BOXOUT DETAIL ON SHEET 5. SEALANT CONSTRUCTION D D D 9" 9" ON THE PLANS ° . 7. TRANSVERSE CONSTRUCTION JOINTS SHALL BE LOCATED AT A©JOINT. �� 'I 15" °{ TIE BAR IS NO.6 WHEN PAVEMENT IS PLACED ON CUL-DE-SAC T p ° o . T ° • . ° T LIME TREATED SOIL,ASPHALT OR CEMENT TREATED, 6. THE ENGINEERS SHALL HAVE AN OPTION TO USE INDIVIDUAL DOWELS IN THE CO JOINT ON SHORT RUN (2'±6") D RIGID WELDED T 36' CTRS. MILLED ASPHALT,OR RECYCLED ASPHALT BASES. TO CURB RADIUS RETURNS. PREFORMED ASSEMBLY ° ° T/2 I T/2 TIE BARS JOINT IF NEEDED L MATERIAL ° , D D D• D D D W �q" © OE a O A DOWELED TRANSVERSE LONGITUDINAL BOND TYPICAL BOND EXPANSION JOINT CONSTRUCTION OR CONTRACTION JOINT CONTRACTION JOINT BREAKER 24" BREAKER C INLET PERMISSIBLE ALTERNATIVE (LONGITUDINAL WEAKENED RADIAL LESS m OR JOINTS WITH (TRANSVERSE WEAKENED PLANE JOINT) PLANE JOINT) JOINT IS NOT REQUIRED IF CURB AND I MANHOLE I JOINT THAN SMALL RADII<16' � ` � 12" `, / 12" MIN. GUTTER IS POURED MONOLITHICALLY I _ I _ _ , � DRAWN WITH ADJACENT LANE. O /211 1 ° ° ° A KEYWAY IS ALLOWED TO INTEGRAL CURB I C } C i BRB 2't 6" TYP. L T/2 D D D D Sc D FACILITATE USE OF BENT A A OR i� I Q OR Q A I I T ,•I 1 ° . T SC SC D D TIE BARS OR APPROVED CHECKED 1/2 r •2/2 ° 36 CTRS. TWO PIECE CONNECTORS L p r ° . TIE BARS A INLET OR MANHOLE DAP I A CURB INLET A 1 D. ; D. � D D T � I E L E SHOWS 8'MINIMUM BOXOUT i „ D ' CAST IN PAVEMENT INLET OR CURB AND SHOWS I { 1 • ° ° ' ° ° ' ° ' • 15 15 O O O O z DESIGNED �� OR 15'MAXIMUM I 1� MANHOLE GUTTER INTEGRAL (SEE DETAIL ON / /z ° ° T/2 C L CURB �E \ SHEET 5) /�-" �r1 j� O O °e ° • - " -J N BRB 12 MIN L L L LONGITUDINAL © INSTALL TRANSVERSE JOINT AT FILENAME - - - - - BOXOUT IS 8 FT.OR LONGER. 8 MI APRON I 'I _ LONGITUDINAL � p C BOTH BOXOUT CORNERS IF CONSTRUCTION JOINT CONSTRUCTION JOINT G ; "'^� 0009 Details L c L ° L L 13' LONGITUDINAL /q RECESS MAX. USE ONLY IF T >-8 IN. USE ONLY IF T < 8 IN. CONSTRUCTION JOINT T FORM ONLY FEMALE KEYWAY CURB INLET BOXOUT INLET OR PpO ��C JOINT SEAL JOINT SEALANT 4:1 TAPER D MANHOLE O - - --- O - -L - C - - - - - - - - -- - 2'TYP - - - - - - -- ---- - - - - - - -- -- - - - - - - - - O - - SEALANT TD MEET APRON 0�0�.�` C L 3 MIN --� I- /q /6 r (SEE JOINT t�A DETAIL) • Q QQ� �G`� E L E D CURB INLET T L BOND BREAKER RECESS SECTION A-A •O��G GD�S� • C BOXOUT / C TYP. 11' MIN. /4" ° ° u • 'I6':°' .;°' . .° • • • \\ i L L (SEE DETAIL ON % D D �q INLET OR Q�\v • 2 t6 TYP. / r/3 MIN. 1 ° ° ' ° ' ° ' ° ' MANHOLE �� /2" EXPANSION �F SHEET 5) ROUNDING OF ANGLE BY INLET pR -�J •° Q� •••G�� 411 / INTEGRAL 4:1 TAPER \ • • JOINT FILLER / E FORMING OR SLIPFORM PAVING CURB MANHOLE CIE , �z" DIA.BACKER ROD . TO MEET ° \v S •••• PERMISSIBLE. D D D °' °' STRUCTURE. /ONN- A / MAY BE ALIGNED WITH >' >3/g" DIA.BACKER ROD FRONT OR BACK OF HMA PAVEMENT HMA PAVEMENT CURB. ° SECTION B-B SEAL AT sc TYPICAL CURBED PAVEMENT JOINT LAYOUT CONSTRUCTION JOINT SAWED JOINT BOND BREAKER SHALL BE COMPOSED OF PLASTIC * USE T/4 WHEN T < 8 IN. SHEET,BUILDING PAPERS OTHER APPROVED MATERIAL THAT PREVENTS BONDING. Computer File Information Sheet Revisions Colorado Department of Transportation CONCRETE STANDARD PLAN NO. Computer File Information Sheet Revisions Colorado Department of Transportation CONCRETE STANDARD PLAN NO. Creation Date: 07/31/19 Date: Comments Creation Date: 07/31/19 Date: Comments 2829 West Howard Place 2829 West Howard Place Designer Initials: JBK R-X CDOT HQ,3rd Floor M-412-1 Designer Initials: JBK R-X CDDT HQ 3rd Floor M-412-1 Last Modification Date: 07/31/19 R-X ® Denver,CO 80204 PAVEMENT JOINTS Last Modification Date: 07/31/19 R-X ® Denver,CO 80204 PAVEMENT JOINTS Phone: 303-757-9021 FAX:303-757-9868 Standard Sheet No. 3 of 5 Phone:303-757-9021 FAX:303-757-9868 Standard Sheet No. 5 of 5 Detailer Initials: LTA R-X Detailer Initials: LTA R-X CAD Ver.: MicroStation V8 Scole: Not to Scale Units: English R-X Project Development Branch JBK Issued by the Project Development Branch: July 31, 2019 Project Sheet Number: CAD Ver.: MicroStation V8 Scale: Not to Scale Units: English R-X Project Development Branch JBK Issued by the Project Development Branch: July 31, 2019 Project Sheet Number: 1 -6" 1-1/2" 4-1/2" 1 1/2"R. Y W W W W W W W Y W W W W W W W W W W W W 1211 1211 co W W W W W W W W W W W W W W W W W W W W °M1 2 EACH 6'BLADES J 1-1/2 TO W W W W . W W W W W W W W W W '`I W W W W W W •r W W W W W W W W W W W W W W MOUNTED TO POST O (C W W W W W W W W W W W W W W W W W W W W ID�11 WITH 4 EACH DRIVE RIVETS WITH ' ° • - W W W W W W W W W W W W W W W W W W W W ♦ LJ NYLON WASHERS 211 FIRE c ' T W W W W W W W W W W W W W W W W W W W W W 00 ♦ „'.d e•. •. •i "� W W W W W W W W W W W W W W W W W W W W _ LU Driveway W W W W W W W W W W 3" ••• '° .. •° W W W W W W W W W W W W W W W W W W W W W Cross Seaton OI post Sv` Ave80 A , E d• ° ! W W . . W W W W W W W W W W W W W W W W ample 2400 '�V■ d' •° W W W W W * * * W W W W W W W W W W W W W W W W W W W W W •'• W W W W W W W OUT FALL CURB & GUTTER W W W W W W W WAW W W W W W W W W W W W ♦ III/ W W W W „ O co NO FORT COLLINS ONLY W W W W W W W W W W W W W W W W W W W W W R1-1 'STOP'SIGN 30'DIAMOND GRADE.SIGN if/ 1 1�2 1 8' D ( ) Detached Sidewalk + W W W W W W r W MOUNTED TO POST WITH 1 EACH DRIVE RIVET/ PARKING C Sidewalk . W . W . W . W W W WITH NYLON WASHER AGAINST SIGN FACE(ON o° W W W W W W W W W CO TOP OF THE SIGN). THE BOTTOM OF THE SIGN S BY ORDER OF THE FIRE LANE = U 6" 6' 4" Y W W W W W W W W W W W W A W W W W W W SHALL BE MOUNTED WITH 1 EACH 5/16'x2-1/2'HEX o W W W W W W W W W W W W W W W W W W W a " 1/81'TO 1/4"R. 1/81'TO 1/4"R. BOLT WITH METAL AND FROM NYLON WASHERS 1 1/2" W W W W W W W W W W W W W W W W W W W W W W W W W W W W (NYLON WASHER AGAINST SIGN FACE)AND 2'-3' I-I-I FIRE MARSHAL 1/2"R. 1"R. W W W W W W W FROM FL Q M SECURED WITH 1 EACH 5/16'HEX NUT ON THE w W W W W W W .r BACK SIDE OF POST. ' .•! d �..'d � Ir W W W W W W W .� Attached Sidewalk °'d d'• 6" W W W W W W W •,° V• . W W W W W W W 'a . 2'x2'x10'OR12 O • 12 GAUGE TELESPAR POST STANDARD UNIVERSAL A* T.C. 1"± 1/4" °; • 4 ° e < : •a 1 ± 1/4" 2'-0" 6'-0" F.L. ° ° ... Lip a FIRE LANE SIGN DETAIL FIRE LANE SIGN DETAIL O 3° n 31/2" 3° Min. CRITERIA FOR SINGLE POST a (FORT COLLINS ONLY) 0 ASPHALT OR Max.Sign Panel AnchodStub* Post Size* o COLOR SCHEDULE * 6"w/concrete pavement CONCRETE PAVEMENT U 8"w/asphalt 3Fx36' 2.25x2.25x3-V 2'x2'x12'-0- $ 3-(iABOVEGRADE LEGEND, CIRCLE DIAGONAL, BORDER, RED BARRIER CURB (KEY WAY OR EPDXY) MOUNTABLE CURB (KEY WAY OR EPDXY) 8"Commercial * 12Gauge o "ARROW', 'FIRE LANE' (SECTION B) (SECTION M) 112"Expansion 6"Residential 2-1/4'x 2-1/4'x 3' o 6" 6" 6" Joint Material 1/2"Expansion ANCHOR/STUB 8 BACKGROUND WHITE 1 1/4 Joint Material g Street Curb _ Detached Attached 2 1/4'Anchor P. BLACK d a Drivewa See Figure Q 6" �: y ;4 Sidewalk See Figure 16-1 °. Lu ° ' .. : .r .d NOTES: NOTES: SECTION A-A 1. Attach the sign panels tightly to the post and use 5/16"(ID)X 3/4'(OD)washers to keep the sign from 1. THE SIGN PLATE SHALL BE A MINIMUM OF 12"X18"WITH A THICKNESS OF .080 e ° breaking loose from the post when hit by a vehicle. a . ., d °'d' ALUMINUM CONSTRUCTION. 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. o o ROADWAY ° 'd :• :d 3. Signs larger than 36 inches in length or width require wind bracing and special post design. 2. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED d PAVEMENT ;a;' All Sidewalk Thickness Shall Be 6"minimum. 4. Anchor Stub and post are square steel tube(perforated). LEGEND. USE THE STANDARD 3M SCOTCHLITE SIGN FACE NUMBER R7-32 OR e< • A. °':� 5. All'No Parking'signs shall be installed at 45D from Flow Line. EQUIVALENT, WITH RED LETTERING AS SHOWN ABOVE. NOTE: 6. Stop sign to be installed at Point of Curvature(PC)for direction of travel. 8" BARRIER CURB 6" MOUNTABLE CURB 3. ARROWS MAY BE NEEDED (LEFT, RIGHT OR DOUBLE), TO DESIGNATE BEGIN AND (CDDT TYPE 2 SECTION B M-609-1 CURB W/8"REVEAL) 1. Sidewalk grade shall remain consistent across driveway END OF NO PARKING AREA. Notes: 2. For driveway design requirements, see CONST. DWG.Series 706&707 a.) Bottom of curb shall be poured to a depth no less than on the compacted subgrade of the pavement. 3.This detail applies to Residential&Commercial driveways. NOT TO SCALE b.) Raised center medians shall be 8"barrier curb or 8"epoxy curb only. r- MEDIAN (ISLAND CURBS) STANDARD SIDEWALK SIGN POST FIRE ACCESS ROAD SIGNS LARIMER COUNTY REVISION NO: 2 DRAWING LARIMER COUNTY REVISION NO: 4 DRAWING LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING TST, INC. CONSTRUCTION CONSTRUCTION URBAN AREA URBAN AREA CONSULTING ENGINEERS URBAN AREA DRAWINGS URBAN AREA DRAWINGS STREET STANDARDS DRAWINGS DATE: 08/01/21 1401 STREET STANDARDS DRAWINGS DATE: 04/O1/07 1418 748 Whalers Way STREET STANDARDS DATE: 04/O1/07 7O3 STREET STANDARDS DATE: 02/17/15 1601 Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0009.00 SCALE N TS DATE OCTOBER 2024 SHEET 223 of 224 F-, - FULL DEPTH ASPHALT PATCH: ' It F anin BULOVARO LINEAR BO RG E R BULOVAR® LINEAR BO RG E R THE THICKNESS OF THE ASPHALT PATCH SHALL BE ONE-INCH ' Speed T�bIF�taidras�w�lk PHALT THICKNESS WITH A MI IMUM ASPHALT THICKNESTHICKER THAN THE EXISTING S PER TABLE 5-1 OF CHAPTER 25. 4-27-15 SLAB SERIES � PAVERS � SLABS � WALLS EST. 1923 SLAB SERIES � PAVERS I SLABS I WALLS I EST. 1923 If this section is less than r ` _ -' --I r -`- o T Edgeafi halt ,��., -- - - - 5'of existing asphalt/concrete, - ,� - p= it must be removed and replaced. - - ro 2' Drive Lane � - _ _ to Trench Width (min.) c� m min. mw O Varies New Asphalt/Concrete '`Via, _ - Ld a� \ �- � w - c E _ W m m m -F > ( - D cv Existing Road Base Tr •-4, i r , r_ � 1 • .. • ► 1 . 1 1 • • Y 1 . 1 Com acted s3a Lifts of Suitable Edge of Pavement or T Ffat ;�urfaoe Li of Existing Gutter w Materials p g G a > DURABLE FLEXIBLE PAVEMENT SYSTEM COMPOSITION &MANUFACTURE 6"Max. CompactedJ fi Lift Thickness if Typical Cross Section of Concrete Paving Stone Plowable Fill a 12"(Water&Sewer) STYLE CODE DIMENSIONS CUBES o m Not Required Borgert Pavers Pavers exceed industry standards:8,000 psi-5/o absorption (See Note 9 below for Storm.) Bulovar" 413W 75mm x 400mm x 100mm 67.7 SF t ` g Bedding Sand 1"Thick(ASTMC33) Meets or exceeds ASTM C 936 and freeze thaw testing 4'(min.) O.c . Approximate 2'/8"x 153/4"x 4" 2975# �m•.d � r g g DRAWN 100mm Thickness pp per section 8 of ASTM C-67 12 Taper (PSF=3.1 stones @ 44#) (210 pcs) M, IN Compacted Aggregate Base BRB 6'(max.) 01 -NOTSOLD BYTHEBAND Class 2 or Class 5 Utility Conduit type :. .. Bedding MaterialYL (Thickness depends on soil Manufactured with t e A condition and application) CHECKED Bulovar"'Max 46M 150mm x 400mm x 100mm 62 SF Prior to screeding the bedding sand,the base Associated with a range of LEED credits DAP surface tolerance must not exceed+/-1/4 1 flppl. 100mm Thickness Approximate 6'/a"x 153/a"x 4" 2728# in.(+/-6mm)overa 1ogt.(3m)straightedge. DESIGNED (PSF=1.55 stones @ 44#) (96 pcs) ICP Cross -ADA Compliant Undisturbed soil NorsoLDBvrHeeAND Section BRB Compacted Soil Subgrade Written detailed specification information is available, *(Refer to ADA(Guidelines for curbside taper on Raised Cross4wal ks) Note:Use protective plate during compaction. Edge restraint detail provided based on application. call or visit our website at borgertproducts.com. FILENAME 0009_Details INSTALLATION DETAILS BENEFITS OF ICP NOTES: 22 feet Flexible system,does not crack or heave in cold climates Suitable for plazas and walkways.Not recommended PDO•L/C 1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the Side Vie YY Slabs are NOT unit pavers and precautions are necessary when installing these products. p for vehicular applications �O��P•N O�P�' O� Easier maintenance to the pavement and utilities underneath O Local Entity Engineer. G •Q �\ Borgert slabs are made with granite,creating a dense,�0 feet • Q G 2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean,vertical, and B feet f IMPORTANT:Prior to screeding the bedding sand,the recommended base surface tolerance must not exceed Achieve endless design possibilities with different shapes, straight edge&outside of the wheel path. textures,colors and laying patterns resistant wearing course g g p � ±Ya in.(±6 mm)over a 10 ft.(3 m)straight edge. y g G S 3,5 inches�(+it- .� � 9 g 3. Where the surrounding soils are non-expansive, a flowable fill may be substituted for backfill �, • Use slabs to delineate lines and spaces to eliminate the need material. Keep heavy steer and forklift equipment off newly laid slabs that have not received initial compaction and joint sand. to maintain paint 4. Trench width shall not be more than 16"nor less than 12"wider than the outside diameter of the pipe. IMPORTANT NOTE:Any Slab being brought to the laying face should be bridged with plywood to spread the loads 0� •....•••• 5. Use a 18"long #4 epoxy rebar at 18"on centers along the perimeter of concrete panel replacement sections. applied from machine access. S�ONAL� 6. Refer to Chapter 22, Materials &Construction Specifications for compaction and testing LAYING PATTERNS requirements. Use a low-amplitude plate compactor with no more than 2,500 Ibf(I I kN)at a frequency of 50 to 65 Hz with a protective 7. In unimproved areas, all disturbed areas shall be regraded, seeded &mulched. plate to vibrate the slabs into the sand.Remove any cracked or damaged slabs and replace with new units.Sweep sand 8. In concrete roadways, a minimum of one entire concrete panel must be replaced. onto the surface and continue compacting and sanding until joints are full. 9. Bedding material depth when installing storm sewer shall be up to spring line,except in areas of unsuitable backfill; then, bedding material shall be placed to a level 12"above pipe. ATTENTION:DUE TO THE SIZE OF THE SLAB,SOME BREAKAGE IS NORMAL. TRENCH DETAIL MAIN OFFICE:8646 Ridgewood Road I P.O.Box 39 I St.Joseph,MN 56374 1 PHONE 320.363.4671 FAX 320.363.8516 () 1 piece () 1 piece LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING B0� borgertproduets.eom PERMANENT OUTDOOR DISPLAY:MN State Fair Grounds I East Side of Underwood St.I Between Lee&Randall Avenues 306 - 100% 306 - 100% URBAN AREA DRAWINGS 800.622.4952 STREET STANDARDS DATE: 04/01/07 2201 (Radius varies) A 2'Transition (TYP.) 2 co Retaining Curb (Optional) -.._.. Transition "-" -"-' to retain ground behind back of walk o /..� O O o O o O 2'(min) + + O the walk, if needed \ m + r + v ° °o°o°o°o°o + + + + (typ.) See Note 6 O oOOOOOOOoO a + + + + + O 0000000000 + + - �`ti See Note 5 ° Curb y Q _\oQ� Flare" + co Wood float Q Standard Curb I + + + + + + + + + + + LU + + + + + + + + + + + > Q Q 0 finish thru and Gutter, •ovovoe, \0 2' 6 ramp vovogovovo �� See Standard 6" Dwg 701 (TYP) Flare Detectable Warning •voe .vow' W eta 1 1/2"R. 1 + + + + + + + + + + + + p 12 ••e 4 1/2" 0"Curb Height, + + + + + + • + + LU ' e Detectable Warning, See Note 4 See Section A-A � co O+ + + + + + + _ Walk Broom finish l h N 2"R (TYP) °°°° A W Gutter edge may be :' �I 0°0o Pedestrian Curb - °.4 : . . I - O°O° Landing Area, Q tapered or battered. N 4'(min) 0 Oo g * Curb to match slope a" . . - Gutter e� of sidewalk, Ramp length (Typical for all Curb& :. ♦ : '� °i• !d .; �P.) I 0°0° Detectable See Note 2 SIDEWALK 0. M not to exceed 15'-0" &Gutter Types) / 'a• ' , e • : :' < 0000 Warning 0"Curb See Note 6 ♦ o°o° See Note 5 0 0 Retaining Curb (Optional) VERTICAL + + + ~ ~ CORNER LOCATION + + + + + _J Z CO + + + + + + w Z Wood float finish thru ramp A Transition back of walk(typ.) + + + + + + + 21 O Flare + + + L 1 per ft. 1"per ft. 7 2 1:12 - 1:12 1 + + + + + 77 (max Walk Broom finish sle e sloe Broom finish + Curb + + + + per 1:20(max) Curb (max.) a°gSg egSg. (max.) ft' 1/2" per ft. FL J, W W W W ��• Gutter 30" Lip of Gutter '` '`'•••��•• �:�•; ,q Detectable Warning, 2 PLAN VIEW T, See Note 8 611 z Varies* 5' 4.5"varies* See Note 4 21.75" 3.75" N.T.S. 0 z SECTION A-A Y MID-BLOCK LOCATION 'R b.5": OF6311 2" NOTES: N.T.S. g On a radius hold 6" at the e .•e 1. No joints are allowed in the flowline. Six inch wide curb or"dummy joint" may be tooled no closer than 6 inches Retaining < . . Curb LL corners of the truncated d:e A 0.13" a from flow line as shown. (Optional) o 2'-0"(min) dome warning. g" d ° e° e ro 7" m Detectable Warning 6° e4. °4 . •• 2. Pedestrian landing area required 4 ft length x 4 ft width, max slope in any direction is 1:50 or%4" per foot. d ° X 1/4" per ft. a C\, ♦ 3. Joint pattern to be according to intersection gutter detail'or as determined by the local entity. N M I 1:50 see note 2 0 r t I ♦ • ed v e d e. LL ° 4 A ROLL-OVER 4. Wood float finish is required over the sloped surface of ramp and flares. 6 Icy I •d LOVELAN D 5. Minimum ramp width shall be four feet, or the same as the widest adjacent sidewalk, whichever is greater, up to a maximum width of 8 feet. SECTION A-A NOTES: 6. Detectable warning is to extend full width of the ramp and be a minimum of 2.0' in the direction of travel. Material 1. T = Concrete thickness, 6" minimum for entire ramp area. to be approved by local engineer 2. 1:50 Max unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the detectable warning). 7. T - Concrete thickness, 6" minimum for entire ramp area. 3. See CONST. DWG. 1606(a) and 1607 for Fort Collins. 4. Detectable Warning to extend the full width of the ramp. Material to be approved by Local Engineer. 5. 0" Curb height, See Section A-A. TST, INC. 6. Standard Curb and Gutter Section , See Standard Drawing 701. NOT TO SCALE NOT TO SCALE CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 ACCESS RAMP DETAILS CURB AND GUTTER DIRECTIONAL ACCESS RAMP DETAIL & DETACHED SIDEWALK Phone: 970.226.0557 JOB NO. LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING 1230.0009.00 URBAN AREA DRAWINGS URBAN AREA DRAWINGS URBAN AREA DRAWINGS SCALE STREET STANDARDS DATE: 02/17/15 1603 STREET STANDARDS DATE: 03/01/02 '701 STREET STANDARDS DATE: 08/01/21 1606 NTS DATE OCTOBER 2024 SHEET 224 of 224